EX-4.17 5 dex417.txt EXHIBIT 4.17 Exhibit 4.17 Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission ARTICLES OF AGREEMENT ARTICLES OF AGREEMENT [STAMP] 28 October 2002 Contract No. LCC-300 ARTICLES OF AGREEMENT THIS AGREEMENT is made the 31st day of March 2003. BETWEEN: (1) KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"); and (2) BALFOUR BEATTY GROUP LIMITED of Fourth Floor, 130 Wilton Road, London SW1V 1LQ, England, a company incorporated in and in accordance with the laws of England; and LAM CONSTRUCTION COMPANY LIMITED of 2304-6 World Trade Centre, 280 Gloucester Road, Causeway Bay, Hong Kong, a company incorporated in and in accordance with the laws of Hong Kong, (together, "the Contractor") operating for the purposes of the Contract as "BALFOUR BEATTY-LAM JOINT VENTURE". WHEREAS: (A) The Employer requires the Works to be executed as part of the Project and has accepted the Tender. (B) The Contractor has jointly and severally agreed to execute the Works. NOW IT IS HEREBY AGREED as follows: 1. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby jointly and severally covenants with the Employer to execute the Works in accordance with the Contract. 2. The Employer hereby covenants to pay to the Contractor in consideration of the execution of the Works the Final Contract Sum or such other sums as may be payable to the Contractor in accordance with the Contract at the times and in the manner prescribed by the Contract. 3. The Contract comprises the entire agreement between the parties hereto relating to the transactions provided for therein and supersedes any previous agreements between the parties relating thereto or any part [STAMP] thereof. Save to the extent that any statement, condition, qualification, warranty, representation or undertaking made in the Tender, or in any discussion or correspondence thereon or relating thereto, is expressly incorporated in the Contract, the same is not so incorporated and is hereby withdrawn. 4. The Employer's address for service of documents shall be the address first referred to above and the Contractor's address for service of documents shall be 904 Skyway House, 3 Sham Mong Road, Tai Kok Tsui, Kowloon, Hong Kong. 5. Words and expressions used in these Articles of Agreement shall have the same meaning as are respectively assigned to them in Clause 1 of the General Conditions attached hereto. IN WITNESS whereof this Agreement has been executed as a deed the day and year first above written. THE SEAL of ) KOWLOON-CANTON ) RAILWAY CORPORATION ) is hereunto affixed by authority of the ) Managing Board; and signed by: ) [STAMP] [SIGNATURE] [SIGNATURE] ----------------------- -------------------------- (Authorized Signature) (Authorized Signature) K.Y. Yeung D A Fleming Chief Executive Officer Company Secretary [SIGNATURE] [SIGNATURE] ----------------------- -------------------------- (Witness) Flora Chan (Witness) Esther Lo [STAMP] SIGNED, SEALED AND DELIVERED ) by Mr. David Ronald SUFF and Mr. Alan GIBSON ) as lawful attorneys for and on behalf of ) BALFOUR BEATTY GROUP LIMITED ) under Power of Attorney dated 1 November 2002 ) in the presence of: ) [SIGNATURE] [SIGNATURE] ----------------------- -------------------------- Mr. David Ronald SUFF Mr. Alan GIBSON THE SEAL of ) LAM CONSTRUCTION COMPANY LIMITED ) was hereto affixed by authority of the Board ) in the presence of Mr. Peter LAM ) [STAMP] [SIGNATURE] ----------------------- Mr. Peter LAM [STAMP] LETTER OF ACCEPTANCE LETTER OF ACCEPTANCE [STAMP] 28 October 2002 Contract No. LCC-300 [LOGO] KCR [CHINESE CHARACTERS] [CHINESE CHARACTERS] Kowloon-Canton Railway Corporation [CHINESE CHARACTERS] East Rail Extensions Division Our Ref.: ERE/PRT/LCC300/TE112 (E1-386155) 28 October 2002 Balfour Beatty-Lam Joint Venture Comprising: Balfour Beatty Group Limited 904 Skyway House, 3 Sham Mong Road, Tai Kok Tsui, Kowloon, Hong Kong and Lam Construction Company Limited 2304-6 World Trade Centre, 280 Gloucester Road, Causeway Bay, Hong Kong Dear Sirs, Kowloon-Canton Railway Corporation East Rail Extensions Tender No. 2002-0001 Contract No. LCC-300 Lok Ma Chau Terminus and Associated Works LETTER OF ACCEPTANCE 1. I am pleased to inform you that the Alternative Tender 1 - with Membrane Bioreactor Sewage Treatment Process (the "Tender") submitted by you on 9 August 2002, as modified by the Letter of Clarification referred to in Paragraph 2 below, with a Tender Total of HK$1,227,981,513.00 (Hong Kong Dollars ONE BILLION TWO HUNDRED AND TWENTY SEVEN MILLION NINE HUNDRED EIGHTY ONE THOUSAND FIVE HUNDRED THIRTEEN Only) is hereby accepted. 2. The Letter of Clarification Ref.: ERE/PRT/LCC300/TE110 (E1-386143) dated 24 October 2002 together with its attachments (hereafter referred to as "Letter of Clarification") shall form part of this Letter of Acceptance and part of the Contract, and the provisions of this Letter of Acceptance and the Letter of Clarification shall prevail over any provision contained in any other document forming part of the Contract which is inconsistent with, or creates any ambiguity with, this Letter of Acceptance and the Letter of Clarification. [STAMP] [CHINESE CHARACTER] [LOGO] KCRC Hung Hom Building. 8 Cheang Wan Road. Hung Hom, [ILLEGIBLE] Hong Kong Telephone: (852) 2163 6000 Facsimile: (852) 2766 1093 Our Ref.: ERE/PRT/LCC300/TE112 (E1-386155)(Page 2 of 2) 28 October 2002 3. The Contractor's bond to be provided by you by 10 November 2002 in accordance with Clause 14.1(a) of the General Conditions, in the form contained in Schedule 5 to the General Conditions, shall be obtained from The Hongkong and Shanghai Banking Corporation Limited or Credit Lyonnais or such other bank or financial institution which is approved by the Corporation. 4. A Parent Company Guarantee and Parent Company Undertaking in the forms contained in Schedules 6 and 7 to the General Conditions, respectively, to be provided by you by 10 November 2002 in accordance with Clause 14.1(b) of the General Conditions, shall be provided by Balfour Beatty plc of 130 Wilton Road, London SW1V 1LQ and Lam Construction Holdings (BVI) Limited of 2304-6 World Trade Centre, 280 Gloucester Road, Causeway Bay, Hong Kong respectively. 5. The Date for Commencement of the Works shall be 28 October 2002. 6. The Engineer for the purposes of the Contract shall be Mr. Peter F. Murphy of Mott Connell Limited. 7. I should be grateful if you would confirm your acceptance of all matters referred to in this Letter of Acceptance by signing the attached duplicate of this letter and returning it to this office. Yours faithfully, [SIGNATURE] [SIGNATURE] --------------------------------- ---------------------------- James Blake Agreed and accepted by Senior Director, Capital Projects D.R. Suff For and on behalf of General Manager The Kowloon-Canton Railway For and on behalf of Corporation Balfour Beatty Group Limited [SIGNATURE] ---------------------------- Agreed and accepted by T.L.Lo Construction Manager For and on behalf of Lam Construction Company Limited [STAMP] LETTER OF CLARIFICATION LETTER OF CLARIFICATION [STAMP] 28 October 2002 Contract No. LCC-300 [LOGO] KCR [CHINESE CHARACTER] [CHINESE CHARACTER] Kowloon-Canton Railway Corporation [CHINESE CHARACTER] East Rail Extensions Division Our Ref: ERE/PRT/LCC300/TE110 (E1-386143) 24 October 2002 To: Balfour Beatty Group Limited BY COLLECTION 904 Skyway House, 3 Sham Mong Road, Tai Kok Tsui, Kowloon, Hong Kong Lam Construction Company Limited 2304-6 World Trade Centre, 280 Gloucester Road, Causeway Bay, Hong Kong Attn: Mr. D.R. Suff Dear Sirs, Kowloon-Canton Railway Corporation Tender No. 2002-0001 Contract No. LCC-300 Lok Ma Chau Terminus and Associated Works LETTER OF CLARIFICATION 1. In the event that the Kowloon-Canton Railway Corporation ("the Corporation") elects to accept the Alternative Tender 1 - with Membrane Bioreactor Sewage Treatment Process (the "Tender") submitted by you on 9 August 2002, the resulting contract (the "Contract") shall consist of and be constituted by: (a) the Letter of Acceptance as issued by the Corporation (which will include as an attachment, this Letter of Clarification); (b) the Tender (consisting of the Form of Tender and Appendices 1 and 2 thereto); (c) the General Conditions of Contract (5 April 2000 Edition) and Special Conditions of Contract; (d) the Drawings; [STAMP] [CHINESE CHARACTER] [LOGO] KCRC Hung Hom Building. 8 Cheang Wan Road. Hung Hom, [ILLEGIBLE] Hong Kong Telephone: (852) 2163 6000 Facsimile: (852) 2766 1093 Our Ref.: ERE/PRT/LCC300/TE110(E1-386143) 24 October 2002 (e) the Specification (consisting of the Particular Specification, the General Specification for Civil Engineering and Building Works and the Standard Specifications (Volumes 1 to 5)); and (f) the Articles of Agreement upon execution by the parties, other than items (a) and (f) above, all in the form contained in the Tender Documents issued to you on 26 April 2002, as modified by Addenda No. 1 and 2 inclusive thereto and as further modified by the terms of this Letter of Clarification. 2. The corrected Tender Total is HK$1,227,981,513.00 (Hong Kong Dollars ONE BILLION TWO HUNDRED AND TWENTY-SEVEN MILLION NINE HUNDRED EIGHTY ONE THOUSAND FIVE HUNDRED THIRTEEN Only). 3. The Pricing Document included in Appendix 2 to the Form of Tender shall be amended in accordance with Attachment 1 to this Letter of Clarification. You confirm that these amendments to the Pricing Document will form part of the Contract from the date of the Letter of Acceptance. 4. The Particular Specification included in the Specification shall be amended in accordance with Attachment 2 to this Letter of Clarification. You confirm that these amendments to the Particular Specification will form part of the Contract from the date of the Letter of Acceptance, without any amendment to the corrected Tender Total referred to in Paragraph 2 and without any entitlement on your part to receive any extension of time for substantial completion of the Works or any Section or the achievement of any Stage. 5. You confirm that the amended Drawings listed and included in Attachment 3 to this Letter of Clarification will form part of the Contract from the date of the Letter of Acceptance, without any amendment to the corrected Tender Total referred to in Paragraph 2 and without any entitlement on your part to receive any extension of time for substantial completion of the Works or any Section or the achievement of any Stage. 6. The Contractor's Bond in the form contained in Schedule 5 to the General Conditions to be provided by you in accordance with Clause 14.1(a) of the General Conditions shall be provided by The Hongkong and Shanghai Banking Corporation Limited or Credit Lyonnais or such other financial institution as may be approved by the Corporation. 7. Without limiting any of the Contractor's obligations in particular under Clause 5 of the General Conditions, and without creating or placing any obligation upon the Employer, you shall employ the sub-contractors, whose names are listed in Attachment 4 to this Letter of Clarification, or such other companies for which consent of the Engineer has been obtained in accordance with Clause 5 of the General Conditions, for the Works. You shall not remove or replace any of the sub-contractors as listed in Attachment 4 to this Letter of Clarification, save with [STAMP] Contract No. LCC-300 Page 2 of 7 LOC Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143) 24 October 2002 the prior consent of the Engineer, such consent not to be unreasonably withheld in respect of any suitably qualified and experienced replacement. 8. Pursuant to Clause 6 of the General Conditions, you confirm that you will appoint Babtie Asia Limited or Binnie Black & Veatch Hong Kong Limited or such other company as may be reviewed without objection by the Engineer, to perform the Contractor's design checking obligations under the Contract in the capacity of the Independent Checking Engineer. 9. Without limiting any of the Contractor's obligations, you shall employ in the management and construction of the Works, the key personnel referred to in Attachment 5 to this Letter of Clarification. You shall not remove or replace any member of such key personnel, save with the prior consent of the Engineer, such consent not to be unreasonably withheld in respect of any suitably qualified and experienced replacement. 10. You confirm that you will not adopt bentonite slurry for piling. 11. You confirm that in respect of your proposed Membrane Bioreactor Treatment (MBR) process: . It can be accommodated within the structural envelope of the Sewage Treatment Plant building structure; . No special requirements arise from the adoption of the MBR process in respect of civil, structural and E&M design of the Sewage Treatment Plant building; . You will liaise and obtain necessary approvals from the relevant Government Departments; and . Should the MBR process impose any risk to the construction programme or approval in connection with the MBR process cannot be obtained a timely fashion from the relevant Government Departments, or for whatever reason the Engineer considers deemed necessary, you will carry out and complete the Works in accordance with the conforming design contained in the Specification at no extra cost to the corrected Tender Total referred to in Paragraph 2, and without any entitlement on your part to receive any extension of time for substantial completion of the Works or any Section or the achievement of any Stage. 12. You confirm that in respect of the management of wastewater and/or silty runoff, you shall use settlement tanks either in conjunction with a proven technique for the removal of excess nutrients, or as stand-alone systems to control the amount of suspended solids that could be generated during the earthworks operation, to within specified limits, prior to discharging the excess water into the adjacent watercourses. [STAMP] Contract No. LCC-300 Page 3 of 7 LOC Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143) 24 October 2002 13. You confirm that in respect of your proposed pre-cast construction option: . You will procure that the Contractor's design consultant will maintain the requisite professional indemnity insurance policy in accordance with Clause SCC1 of the Special Conditions. . You shall supply to the Engineer the design warranty duly executed by the Contractor's design consultant as a deed in the form appearing in Attachment 1 to the Special Conditions. . The alternative design for the pre-cast works shall be fully in conformance with KCRC ERE Design Criteria and KCRC Materials and Workmanship Specification for pre-cast works. . The performance, quality, functionality, durability and maintainability of the building using the pre-cast construction option shall be similar to or better than construction conforming to the Specification. . You have allowed for all changes to the design resulting from such option including but not limited to piling, civil, structural, architectural, E&M, and requirements of AP and RSE and all KCRC and Government approval, without any amendment to the corrected Tender Total referred to in Paragraph 2 and without any entitlement on your part to receive any extension of time for substantial completion of the Works or any Section or the achievement of any Stage. . You will appoint an Independent Checking Engineer to check and certify the design, construction and installation of the pre-cast works. . Should the pre-cast construction impose any risk to the construction programme, or approval in connection with the pre-cast construction cannot be obtained a timely fashion from the relevant Government Departments, or for whatever reason the Engineer considers deemed necessary, you will carry out and complete the Works in accordance with the conforming design contained in the Specification at no extra cost to the corrected Tender Total referred to in Paragraph 2, and without any entitlement on your part to receive any extension of time for substantial completion of the Works or any Section or the achievement of any Stage. 14. The Special Conditions of Contract shall be amended in accordance with Attachment 6 to this Letter of Clarification. You confirm that you have no objection to the incorporation of the synopsis of the Employees' Compensation Policy included in the Attachment 2 to the Special Conditions. 15. You confirm that you have no objection to the extension cover in addition to the employees' compensation insurance, pursuant to clause 33.1(g) of the General Conditions, with no amendment to the corrected Tender Total referred to in [STAMP] Contract No. LCC-300 Page 4 of 7 LOC Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143) 24 October 2002 Paragraph 2. The proposed arrangement will be restricted to common law protection for self employed "labour only" sub-contractors or sole proprietors, with a limit of HK$100 million per occurrence and in aggregate, and subject to policy deductible for each occurrence of 5% of the adjusted loss, with a minimum of HK$100,000. You confirm that you will be responsible at your own cost for the amount of the policy deductible for the self employed "labour only" subcontractors or sole proprietors. 16. You confirm that replacement of the cover page and amendment to Paragraph 3.1.1 (Combined Contractors All Risks and Third Party Legal Liability Insurance) of the Special Conditions, contained in Attachment 7 to this Letter of Clarification, will be incorporated in the Special Conditions of Contract, with no amendment to the corrected Tender Total referred to in Paragraph 2. 16A. You confirm that Balfour Beatty plc's Parent Company Guarantee and Parent Company Undertaking will be in the form set out in Schedules 6 and 7 respectively of the General Conditions without qualification. 17. Without prejudice to Clause 56.6 of the General Conditions, Form C.10 - Breakdown of On-Cost, included in Attachment 8 to this Letter of Clarification, shall form part of the Contract and may be used by the Engineer for the purposes of the valuation of variations in accordance with Clause 56 of the General Conditions. 18. You confirm that the amended draft Short Term Tenancy Agreement contained in Attachment 9 to this Letter of Clarification will replace the draft contained in Appendix GG to the Particular Specification. Every obligation, liability and duty undertaken or accrued by the Employer to third parties pursuant to the Short Term Tenancy Agreement (except any obligation to pay rent, fees or premium for the rights granted thereunder) shall be undertaken and accrued by the Contractor to the Employer. 19. You confirm that you have no objection to including the Post-Tender Revision (PTR) No. 1 in relation to your proposed Membrane Bioreactor Treatment process submitted by you on 11 October 2002 as an Option (the "Option 2") which will be included in Clause P52 (Options) and in Appendix RR of the Particular Specification, as contained in Attachment 10 to this Letter of Clarification. The Engineer may, within 30 days after the Date of Commencement of the Works, exercise the Option 2 in accordance with Clause 55A of the General Conditions. In the event the Option 2 is exercised, the corrected Tender Total referred to in Paragraph 2 shall be revised to the corrected Revised Tender Total (including corresponding adjustment for ECI premiums) for the relevant Scenario adopted. 20. A number of matters included or referred to in this Letter of Clarification and its Attachments amend various terms and provisions of certain documents listed in Paragraph 1 above. If there is any ambiguity or discrepancy between this Letter of Clarification (and its Attachments) and the documents listed in Paragraph 1 above, the contents of this Letter of Clarification (and its Attachments) shall prevail over any other documents forming part of the Contract. [STAMP] Contract No. LCC-300 Page 5 of 7 LOC Our Ref.: ERE/PRT/LCC300/TEl10 (E1-386143) 24 October 2002 21. You confirm that you have read the Tender Documents issued to you on 26 April 2002, Tender Addenda No. 1 and 2 inclusive, this Letter of Clarification (and its Attachments) and that you are satisfied that you understand the provisions contained therein. You further confirm that such documents have been taken into account in arriving at the corrected Tender Total referred to in Paragraph 2 of this Letter of Clarification. 22. You confirm that save to the extent that the same are referred to in this Letter of Clarification and its Attachments or have otherwise been expressly incorporated into the documents forming the Contract, all comments, conditions and qualifications, whether made in writing or orally, included with or referred to in your Tender or in any subsequent correspondence or meetings between any representatives of the Corporation and your representatives, are hereby withdrawn and are of no contractual or legal effect whatsoever. Nothing in your Tender which can in any way be construed to be at variance with the terms and provisions of the documents listed in Paragraph 1 above (as modified by this Letter of Clarification) shall form part of the Contract. 23. You acknowledge that in preparing this Letter of Clarification and its Attachments, the Corporation is not bound to accept your Tender and that the Corporation, without any liability to you, may award the Contract to any other tenderer or decline to award the Contract to any tenderer who has submitted a tender to the Corporation in respect of Contract No. LCC-300, Lok Ma Chau Terminus and Associated Works. 24. Prior to the execution of the Articles of Agreement in accordance with Clause 13.1 of the General Conditions, the Corporation may prepare a set of contract documents incorporating in the body of such documents the amendments and modifications identified in this Letter of Clarification and Attachments 1 to 10 hereto. If so, you confirm that you will review such documents and endeavour to agree with us the revisions made, in which case, such revised documents will be included in the set of contract documents prepared for execution by the parties and the said Attachments to this Letter of Clarification will be omitted from the said contract documents. 25. By signing and returning to us this Letter of Clarification and its Attachments, you expressly and unconditionally acknowledge, accept and agree as follows: 25.1 that none of the matters listed in this Letter of Clarification and its Attachments will entitle you to any amendment to the corrected Tender Total as set out in Paragraph 2 above; and 25.2 save as expressly and specifically provided in the Contract, that you will not under any circumstances have any entitlement, in respect of any of the matters referred to in this Letter of Clarification and its Attachments, to receive any further or additional payment under or in respect of the Contract or to receive any extension of time for the completion of the Works or any Section or the achievement of any Stage. [STAMP] Contract No. LCC-300 Page 6 of 7 LOC Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143) 24 October 2002 26. I should be grateful if you would confirm your acceptance of all matters referred to in this Letter of Clarification and the Attachments hereto by signing the duplicate copy and returning it to this office. Yours faithfully, [SIGNATURE] [SIGNATURE] -------------------------------------- -------------------------------- K.K. Lee Agreed and accepted by Director, East Rail Extensions D.R. Suff For and on behalf of General Manager The Kowloon-Canton Railway Corporation For and on behalf of Balfour Beatty Group Limited [SIGNATURE] -------------------------------- Agreed and accepted by T.K. Lo Construction Manager For and on behalf of Lam Construction Company Limited [ILLEGIBLE] Encl.: Attachments 1 to 10 [STAMP] Contract No. LCC-300 Page 7 of 7 LOC KOWLOON-CANTON RAILWAY CORPORATION Tender No. 2002-0001 Contract No. LCC-300 Lok Ma Chau Terminus and Associated Works LETTER OF CLARIFICATION LIST OF ATTACHMENTS Attachment 1 Amendments to the Pricing Document included in the Form of Tender Attachment 2 Amendments to the Particular Specification Attachment 3 Amendments to the Drawings Attachment 4 Proposed Sub-Contractors Attachment 5 Schedule of Key Personnel to be assigned to the Management and Construction of the Works Attachment 6 Amendments to the Special Conditions of Contract Attachment 7 Amendment to the Policy of Insurance Combined Contractors All Risks, and Third Party Legal Liability Attachment 8 Breakdown of On-Cost Attachment 9 Draft Short Term Tenancy Agreement Attachment 10 Option 2 - Revised Date for Completion of the Works [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 1 AMENDMENTS TO THE PRICING DOCUMENT INCLUDED IN THE FORM OF TENDER (The contents of Attachment 1 are incorporated into the set of Contract Documents for execution except the following items) B. Appendix 2 to the Form of Tender 2. Cost Centre A 2.2 You confirm that the amounts of the following items are deemed to have been included in the Cost Centre Value of Cost Centre A: Item Page ---- ---- A399.1 to A399.16 inclusive LSA1.3/1, LSA1.3/2 & LSA1.3/3 A140 LSA1.1/1 A213.3 & A222.1 LSA1.2/1 A288 & A290.1 LSA1.2/2 A290.12 & A290.22 LSA1.2/3 A290.25, A290.26 & A290.27 LSA1.2/4 A822 & A825 LSA1.2/7 3. Cost Centre B 3.2 For the purpose of valuation pursuant to Clause 56 of the General Conditions and revisions in accordance with Clause 66 of the General Conditions, you confirm that the rates contained in Page LSB1.2/1 and LSB1.2/2 shall all be subject to a percentage adjustment of-30.3494%. 7. Cost Centre F 7.2 You confirm that the following items are not applicable: Item Page ---- ---- AN900.13 LSF1.1/67 AJ163.2 LSF1.3/1 AJ399.2 LSF1.3/2 AJ321.3, AJ369.2 & AJ321.6 LSF3.2/10 AJ369.4, AJ321.9 & AJ369.6 LSF3.2/11 [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works 8. Cost Centre G 8.2 You confirm that the amount of item LSG2.9 on page G2/1 is deemed to have been included in the Cost Centre Value of Cost Centre G. 8.3 You confirm that the amounts of items BA1110.1, BA1110.2 and BA1110.3 on page LSG2.9/1 are deemed to have been included in the Total of the Activity Bill G2: 8.4 You confirm that the amounts of the following items are deemed to have been included in the Total of the relevant Lump Sum Items: Item Page Lump Sum Item ---- ---- ------------- BD0901.17 LSG3.6/2 LSG3.6 BB1909.2 & BB 1909.3 LSG3.11/1 LSG3.11 BB1909 LSG4.8/1 LSG4.8 10. Cost Centre I 10.2 You confirm that the amounts of the following items are deemed to have been included in the Cost Centre Value of Cost Centre I: Item Page ---- ---- LSI10.3 I10/1 LSI11.2 & LSI11.3 I11/1 LSI12.1 & LSI12.3 I12/1 LSI13.1 & LSI13.3 I13/1 LSI15.1 I15/1 Y162.1 LSI10.3/1 BB1409 & BB1909 LSI11.2/1 Y162.1 LSI11.3/1 Y162.1 LSI12.1/1 BB1409 & BB1909 LSI12.3/1 BB1409 & BB1909 LSI13.1/1 Y162.1 LSI13.3/1 BB1409 & BB1909 LSI15.1/1 10.3 You confirm that the amounts of the following items are deemed to have been included in the Total of the relevant Lump Sum Items: Item Page Lump Sum Item ---- ---- ------------- BB1919.1, BB1909.2 LSI1.2/1 LSI1.2 X999.4 LSI7.2/5 LSI7.2 Y131.2 LSI9.1/1 LSI9.1 BB1909 LSI10.2/1 LSI10.2 10.4 You confirm that items X999.2 and X999.3 on page LSI7.2/5 are not applicable. [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works 13. Cost Centre L 13.2 You confirm that the amounts of the following items are deemed to have been included in the Cost Centre Value of Cost Centre L: Item Page ---- ---- LSL1.11 Ll/1 LSL2.11 L2/1 LSL3.10 L3/1 LSL4.9 L4/1 Y162.1 LSL1.11/1.LSL2.11/1, LSL3.10/1 & LSL4.9/1 13.3 You confirm that the amounts of the following items are deemed to have been included in the Total of the relevant Lump Sum Items: Item Page Lump Sum Item ---- ---- ------------- Y135.1 to Y135.4 (inclusive) LSL1.8/1 LSL1.8 Y620.1 to Y620.4 (inclusive) LSL1.8/1 LSL1.8 Y135.1 to Yl35.4 inclusive LSL2.9/1 LSL2.9 Y620.1 to Y620.4 inclusive LSL2.9/1 LSL2.9 Y135.1 to Y135.4 inclusive LSL3.7/1 LSL3.7 Y620.1 to Y620.4 inclusive LSL3.7/1 LSL3.7 Y129, Y135.1 to Y135.4 inclusive LSL4.7/1 LSL4.7 Y620.1 to Y620.4 inclusive LSL4.7/1 LSL4.7 13.4 You confirm that item V713 on page LSL3.4/7 is not applicable. 13.5 For the purpose of valuation pursuant to Clause 56 of the General Conditions and revisions in accordance with Clause 66 of the General Conditions, you confirm that the rates contained in Pages LSL3.6/1 and LSL3.6/2 shall all be subject to a percentage adjustment of -57.4483%. [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 2 AMENDMENTS TO THE PARTICULAR SPECIFICATION (The contents of Attachment 2 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 3 AMENDMENTS TO THE DRAWINGS (The contents of Attachment 3 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 4 PROPOSED SUB-CONTRACTORS PROPOSED SUB-CONTRACTORS SCOPE OF WORKS -------------------------------------------------------------------------------- Intrafor S.A. - Trevi JV Bachy Soletanche Group Ltd. Sam Woo Bore Pile Foundation Ltd. Piling Bauer Hong Kong Ltd. Flame Construction Co., Ltd. TAPBO Civil Engineering Co. Ltd. Earthworks Asphalt Surfaces (International) Ltd. Pioneer Asphalts (HK) Ltd. Flexible Surfacing Tarmac Asphalts (HK) Ltd. Sol Data Asia Lam Geotechnics Ltd. Instrumentation & Monitoring Goldford Engineering Ltd. Kenon Engineering Ltd. Steelwork China Merchants Heavy Industry Co., Ltd. Advance Specialist Treatment Eng. Ltd. Stress Far East Waterproofing Sanwa Shutter Bostwick Bo-Shan Shutter Company Shutters China Merchants Heavy Industry Co., Ltd. Associated Engineering Ltd. Ceilings Techwell Engineering Ltd. Biwater Man Lee Ltd. The Jardine Eng. Corp. Ltd. Sewage Treatment Plant ATAL Engineering Ltd., HK Chubb Hong Kong Thorn Security Fire Services Youngs Engineering Co., Ltd. ATAL Engineering Ltd. ECS [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works PROPOSED SUB-CONTRACTORS (CONT'D) PROPOSED SUB-CONTRACTORS SCOPE OF WORKS -------------------------------------------------------------------------------- U-Tech Engineering GAS Pipeworks Ho Leung Engineering Co., Ltd. Beauty Spark Engineering Ltd.. Electrical Installation Honeywell Ltd. Siemens Ltd. BMS Installation Sundart (M&E) Ltd. Biwater Man Lee Ltd. Plumbing & Drainage Treasure Shell Ltd. Installation [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 5 SCHEDULE OF KEY PERSONNEL TO BE ASSIGNED TO THE MANAGEMENT AND CONSTRUCTION OF THE WORKS POSITION NAME -------------------------------------------------------------------------------- Contractor's Representative David Suff Project Manager Ian Edwards Design or Engineering Manager Nick Waterman / K.F. Wong, Johnson Quality Control Manager Roger Gamwell / K.W. Yu, Franki Quality Control Superintendents Brian Gowran / Michael Wong / Aerial Wong Lead Civil/Structural Engineer Rohit Patel Lead Architect Jonathan Orchard Lead Mechanical/Electrical Engineer Roger Hill Design Safety Manager Dillion Wong / K.W. Lau, Mark Construction Manager Paul Hedley / Y.C. Mak, David Construction Safety Manager Jeremy Tsang / Rudi Loo Chief Geotechnical Engineer Carlton Hall Contract/Commercial Manager Graham Busst / Y.M. Lo, Simon Planning Manager John Moss Building Services Co-ordinator Raymond Yuen Architectural Builder's Works and James Patrick McGuigan / K.T. Yeung Finishes Co-ordinator Environmental Team Leader Y.T. Wong [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 6 AMENDMENTS TO THE SPECIAL CONDITIONS OF CONTRACT (The contents of Attachment 6 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 7 AMENDMENT TO THE POLICY OF INSURANCE COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY (The contents of Attachment 7 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 8 BREAKDOWN OF ON-COST (The contents of Attachment 8 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 9 DRAFT SHORT TERM TENANCY AGREEMENTS (The contents of Attachment 9 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 Contract LCC 300 Lok Ma Chau Terminus and Associated Works ATTACHMENT 10 OPTION 2 REVISED DATE FOR COMPLETION OF THE WORKS (The contents of Attachment 10 are incorporated into the set of Contract Documents for execution) [STAMP] 28 October 2002 Contract No. LCC-300 GENERAL CONDITIONS OF CONTRACT [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS GENERAL CONDITIONS OF CONTRACT FOR CIVIL ENGINEERING AND BUILDING WORKS 5 April 2000 Edition [STAMP] 28 October 2002 Contract No. LCC-300 GENERAL CONDITIONS OF CONTRACT CIVIL ENGINEERING AND BUILDING WORKS [MAP] [LOGO] [KCR] [CHINESE CHARACTERS] East Rail Extensions Dated 5 April 2000 KOWLOON-CANTON RAILWAY CORPORATION GENERAL CONDITIONS OF CONTRACT FOR CIVIL ENGINEERING AND BUILDING WORKS This page left blank intentionally GENERAL CONDITIONS OF CONTRACT (FOR CIVIL ENGINEERING AND BUILDING WORKS) TABLE OF CONTENTS A CONDITIONS Clause Subject Heading Page ------ --------------- ---- DEFINITIONS AND INTERPRETATION 1. Definitions and Interpretation 1 THE ENGINEER 2. Duties and Powers of the Engineer 12 3. The Engineer's Representatives and his Assistants 13 ASSIGNMENT AND SUBCONTRACTING 4. Assignment 16 5. Sub Contracting 16 6. Appointment of Independent Checking Engineer 19 CONTRACT DOCUMENTS 7. Precedence of Documents 20 8. Entire Agreement 21 9. Provision of Drawings and Specification 22 10. Submission and Review Procedure 22 - i/vii - Clause Subject Heading Page ------ --------------- ---- GENERAL OBLIGATIONS 11. Contractor's General Responsibilities 23 12. Responsibility for Design 24 13. Articles of Agreement 25 14. Bonds, Parent Company Guarantees and Parent Company Undertakings 26 15. Inspection of the Site and Information, Sufficiency of Tender and Physical Conditions and Artificial Obstructions 27 16. Programmes and Progress Reports 30 17. Method Statement 31 18. Contractor's Superintendence and Staff 32 19. Setting-out and Dimensions 33 20. Safety 33 21. Care of the Works etc. 34 22. Damage to Property and Injury to Persons - Indemnities 37 23. Giving of Notices and Payment of Fees etc 37 24. Compliance with Enactments and Obtaining Permits and Consents 38 25. Language of Notices etc 39 26. Interference and Nuisance 39 27. Intellectual Property Rights 40 28. Co-ordination 41 - ii/vii - Clause Subject Heading Page ------ --------------- ---- 29. Publicity and Disclosure 44 30. Offering Gratuities 45 31. Antiquities 45 INSURANCE 32. Employer's Insurance 46 33. Contractor's Insurance 47 34. General Insurance Obligations 50 LABOUR 35. Labour 51 QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND TESTS 36. Quality System 51 37. Permanent Works and Workmanship 51 38. Access and Inspection 52 39. Covering and Uncovering Parts of the Works 52 40. Removal of Unsatisfactory Parts of the Works 53 41. Testing 53 COMMENCEMENT, COMPLETION AND DELAY 42. Commencement 55 43. Rights of Access to the Site 55 44. Time for Completion 56 45. Extension of Time 56 - iii/vii - Clause Subject Heading Page ------ --------------- ---- 46. Rate of Progress 61 47. Recovery of Delay and Acceleration of the Works 61 48. Liquidated Damages for Delay 62 SUBSTANTIAL COMPLETION, STAGE AND HANDING OVER CERTIFICATES 49. Substantial Completion and Stage Certificates 65 50. Handing Over Certificates 67 SUSPENSION 51. Suspension 68 OUTSTANDING WORK AND DEFECTS 52. Outstanding Work 69 53. Work of Repair and Additional Work during the Defects Liability Period and Investigating Defects 69 VARIATIONS AND OPTIONS 54. Variations 71 55. Daywork 72 55A. Options 73 VALUATION 56. Valuation 74 57. Cost and Disturbance to the Progress of the Works 76 58. Notice of Claims for Additional Payment 78 59. Maintenance of Records 79 - iv/vii - Clause Subject Heading Page ------ --------------- ---- PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND CONTRACTOR'S EQUIPMENT 60. Vesting of Contractor's Equipment and Temporary Works 80 61. Vesting of Permanent Works 81 62. Use of Contractor's Equipment 82 63. Removal of Contractor's Equipment and Temporary Works 84 64. Liability for Loss or Damage to Permanent Works, Contractor's Equipment, etc 85 PROVISIONAL SUMS 65. Provisional Sums 85 CERTIFICATES AND PAYMENT 66. Interim Payment Schedule, Cost Centre Values and Milestones 86 67. Payment Statements 89 68. Retention Moneys 91 69. Final Certificate 92 70. Default of Employer to Pay 93 DEFECTS LIABILITY CERTIFICATE 71. Defects Liability 94 REMEDIES AND POWERS 72. Work by Others 94 - v/vii - Clause Subject Heading Page ------ --------------- ---- 73. Insolvency or Change in Control 95 74. Forfeiture 96 75. Recovery of Money due to the Employer 98 FRUSTRATION, TERMINATION AND SPECIAL RISKS 76. Frustration 98 77. Special Risks 99 DISPUTE RESOLUTION 78. Dispute Resolution 101 NOTICES 79. Service of Notices 105 B SCHEDULES Schedule Title -------- ----- Schedule 1 Form of Sub-contractor Warranty Schedule 2 Form of Independent Checking Engineer Warranty Schedule 3 Articles of Agreement Schedule 4 Form of Draft Legal Opinion (for Articles of Agreement) Schedule 5 Form of Contractor's Bond Schedule 6 Form of Parent Company Guarantee Schedule 7 Form of Parent Company Undertaking Schedule 8 Form of Off-shore Manufacturing Bond - vi/vii - Schedule Title -------- ----- Schedule 9 Form of Draft Legal Opinions (for Guarantees, Undertakings and Bonds) Schedule 10 Insurance Policy Schedule 11 Part A - Marine Vessel Liability Insurance Part B - Employee's Compensation Insurance Schedule 12 Mediation Rules Schedule 13 Arbitration Rules - vii/vii - This page left blank intentionally GENERAL CONDITIONS OF CONTRACT CIVIL ENGINEERING AND BUILDING WORKS DEFINITIONS AND INTERPRETATION 1.1 Definitions In the Contract, the following words and expressions shall have the meaning hereby assigned to them: "Arbitration Rules" means the rules for reference of Disputes to arbitration in accordance with Clause 78, as contained in Schedule 13; "Articles of Agreement" means the articles of agreement prepared by the Employer and executed by the parties in accordance with Clause 13; "Buildings Ordinance" means the Buildings Ordinance contained in Chapter 123 of the laws of Hong Kong and all amendments thereto or statutory re-enactments thereof from time to time; "Clause" means a clause of these General Conditions, unless the context otherwise requires; "Contract" means the Articles of Agreement, the Tender, the Letter of Acceptance, the Drawings, the Specification, the General Conditions and the Special Conditions; "Contractor" means the person or parties referred to in the Letter of Acceptance as having submitted the Tender, including his or their permitted assignees; "Contract Rate of Interest" means the rate equivalent to 1% above the rate per annum from time to time published by The Hongkong and Shanghai Banking Corporation Limited to be its prime lending rate for Hong Kong Dollars or, if such rate ceases to be published as the prime lending rate, the nearest equivalent rate for the lending of Hong Kong Dollars by the Bank of China Limited; - 1/105 - "Contractor's Drawings" means all drawings, design calculations, software, specifications, samples, patterns, models, written procedures and all other documents and things which are: (a) prepared by or on behalf of the Contractor; (b) required by the Contract to be submitted by the Contractor to the Engineer for review; and (c) reviewed without objection, provided that this definition shall exclude the Works Programme and insurance policies, to be submitted for review by the Contractor pursuant to Clauses 16 and 33, respectively; "Contractor's Equipment" means all equipment of every kind (including, without limitation, vehicles, plant, marine vessels, tools and other things) and the constituent parts forming or intended to form part thereof, required for the execution of the Works, but excluding the Permanent Works and the Temporary Works; "Cost" means expenditure wholly and necessarily incurred by the Contractor in connection with the Works, including, without limitation, overheads, whether on or off the Site, finance charges (which shall be limited to simple interest calculated at the Contract Rate of Interest) and depreciation in value of any Contractor's Equipment owned by the Contractor, but excluding profit; "Cost Centre" means a group of activities identified as such in the Pricing Document; "Cost Centre Value" means the value allocated to each Cost Centre as set out in the Pricing Document, as the same may be revised from time to time by the Engineer pursuant to Clause 66; "Date for Commencement of the Works" means the date stated in the Particular Specification included in the Specification for the commencement of the Works; "Defects Liability Certificate" means the certificate issued pursuant to Clause 71; "Defects Liability Period" means: (a) in respect of any Section or any other part of the Works for which a Substantial Completion Certificate is issued pursuant to Clause 49, - 2/105 - the period calculated from the date of substantial completion thereof identified in the relevant Substantial Completion Certificate until 12 (twelve) months after the date of substantial completion of the Works, as identified in the Substantial Completion Certificate for the Works; (b) in respect of the Works, the period of 12 (twelve) months calculated from the date of substantial completion of the Works identified in the Substantial Completion Certificate for the Works; and (c) in respect of work executed pursuant to Clauses 52.1 and 53.1 (a), the expression means 12 (twelve) months from the date of completion of such work; "Dispute" means a dispute or difference of any kind whatsoever between the Employer and the Contractor arising under, out of or in connection with the Contract or the execution of the Works, including, without limitation, a dispute concerning any decision, opinion, instruction, notice, order, direction, withholding of permission or consent, determination, certificate, statement of objection, assessment or valuation of the Engineer, whether pursuant to Clause 78 or otherwise, and whether during the execution of the Works, or thereafter, and whether before or after any termination, abandonment or breach of the Contract or the termination of the Contractor's employment under the Contract; "Drawings" means: (a) the drawings included in the Contract and identified as "Drawings" (but excluding any drawing identified as "for information") and listed in the Specification; (b) any drawing identified as a "Drawing" issued by the Engineer to the Contractor from time to time during the execution of the Works; and (c) any amendment made to the drawings in (a) and/or (b) above from time to time and issued by the Engineer to the Contractor; "Employer" means the Kowloon-Canton Railway Corporation ("KCRC") established under the Kowloon-Canton Railway Corporation Ordinance contained in Chapter 372 of the laws of Hong Kong, and its successors and assignees; - 3/105 - "Enactment" means any Ordinance or statutory provision, proclamation, rule, regulation, order, resolution, notice, rules of court, by-law, or other instrument having the force of law from time to time in Hong Kong; "Engineer" means the person identified as such in the Letter of Acceptance or any replacement appointed from time to time by the Employer and notified to the Contractor to act as the Engineer for the purposes of the Contract; "Engineer's Representative" means a person appointed from time to time by the Engineer, pursuant to Clause 3.1; "Final Certificate" means the certificate issued by the Engineer pursuant to Clause 69 stating the Final Contract Sum; "Final Contract Sum" means the sum to be ascertained by the Engineer and stated in the Final Certificate, to be paid by the Employer to the Contractor pursuant to Clause 69 in consideration of the execution of the Works in accordance with the Contract; "Form of Tender" means the document identified as such, duly completed and signed by the Contractor and included in the Tender; "General Conditions" means the Clauses of these general conditions of contract, together with all Schedules; "General Holiday" means every Sunday and every other day which is prescribed as a general holiday by the Holidays Ordinance (Cap. 149); "Government" means the Government of the Special Administrative Region of Hong Kong; "Handing Over Certificate" means a certificate issued by the Engineer pursuant to Clause 50.2; "Independent Checking Engineer" means the person, firm or company identified as such in the Letter of Acceptance or any replacement thereof from time to time appointed by the Contractor in accordance with Clause 6; "Interim Payment Schedule" means the schedule as completed by the Contractor and included in the Pricing Document to be used for the calculation of interim payments to be made in respect of each Cost Centre, subject to the other provisions of the Contract, as such schedule may be revised from time to time pursuant to Clause 66; - 4/105 - "Key Date" means a date identified as such in the Specification as the same may be extended by the Engineer pursuant to Clause 45 or adjusted by agreement, pursuant to Clause 47; "Letter of Acceptance" means the letter from the Employer to the Contractor accepting the Tender, subject to the terms contained therein or in any attachment thereto; "Master Programme" means the programme issued to the Contractor prior to the date of the Letter of Acceptance showing the intended sequence and timing of the activities to be undertaken by the Contractor and Project Contractors, as the same may be revised from time to time and issued to the Contractor pursuant to Clause 16; "Mediation Rules" means the rules for reference of Disputes to mediation in accordance with Clause 78, as contained in Schedule 12; "Milestone" means an event or a degree of completion of a part of the Works as described, and for which a date for achievement is specified, in the Schedule of Milestones; "Monthly Progress Report" means the report to be prepared and submitted by the Contractor monthly in accordance with the Specification; "Option" means any item of work described as such in the Specification which is not included in the Works at the time of acceptance of the Tender but which may be so included by the exercise of the option by the Engineer pursuant to Clause 55A; "Permanent Works" means all permanent works of every kind to be executed by the Contractor in accordance with the Contract and which are to become a permanent part of the Project, including, without limitation, all goods, materials and other constituent parts forming or intended to form part thereof; "Pricing Document" means the document, including the preamble thereto, identified as such, completed by the Contractor and contained in Appendix 2 to the Form of Tender; "Project" means the works and developments described in Appendix 1 to the Form of Tender; "Project Contractors" means any of the following whose activities or the works they are engaged to carry out in any way or at any time affect or are affected by the Works: - 5/105 - (a) contractors and design or specialist consultants engaged on the Project from time to time by the Employer, the Government or the Mass Transit Railway Corporation; (b) utility providers; (c) developers or franchisees appointed on the Project from time to time by the Employer; (d) subcontractors of any tier of the contractors within category (a) above, and contractors and subcontractors of any tier of utility providers, developers and franchisees within categories (b) and (c) above; provided that the definition shall exclude the Contractor and his subcontractors of any tier both as Contractor or subcontractor of any tier in relation to the Works and in any other capacity which would otherwise fall within categories (a) to (d) above in relation to other works; "Provisional Sum" means a sum so designated in the Pricing Document for the execution of works or expenditure which is not quantified and/or defined at the date of the Letter of Acceptance, which sum may be expended by the Engineer pursuant to Clause 65; "Relevant Authority" means any Government department or public body (other than the Employer) having jurisdiction in relation to the Works; "Retention Moneys" means the sums withheld by the Employer by way of retention pursuant to Clause 68; "Schedule" means a schedule to these General Conditions; "Schedule of Milestones" means the schedule included in the Pricing Document describing the Milestones and stipulating the dates by which Milestones are to be achieved in order to maintain interim payments by the Employer to the Contractor in accordance with the Interim Payment Schedule, as such schedule may be revised from time to time by the Engineer pursuant to Clause 66; "Section" means any part of the Works identified as such in the Specification to which a Key Date is allocated and in respect of which a Substantial Completion Certificate is to be issued; "Site" means the lands and other places under, over, on, in or through which the Works are to be executed, as identified in the Specification, together with - 6/105 - such other lands and places as may be designated by the Engineer from time to time as forming part of the Site; "Special Conditions" means the special conditions of contract, if any, identified as such and either issued by the Employer prior to the submission of the Tender by the Contractor and/or agreed by the Employer and the Contractor after submission of the Tender and referred to in the Letter of Acceptance; "Specification" means the documents identified as such and issued by or on behalf of the Employer, subject to any amendment thereof or addition thereto or omission therefrom as may from time to time be issued by the Engineer; "Stage" means a degree of achievement in the execution of the Works by the Contractor identified as such in the Specification to which a Key Date is allocated and in respect of which a Stage Certificate is to be issued; "Stage Certificate" means a certificate issued pursuant to Clauses 49.4 or 49.6 in respect of the achievement of any Stage or any part of a Stage and the date of achievement of any Stage or any part of a Stage shall be the date identified in the relevant Stage Certificate; "Substantial Completion Certificate" means a certificate issued pursuant to Clause 49 when the Works or any Section or any other part of the Works is substantially complete, and the date of substantial completion of any Section or any part of the Works shall be the date identified in the relevant Substantial Completion Certificate; "Substantial Completion Certificate for the Works" means the Substantial Completion Certificate issued pursuant to Clause 49 when the Works are substantially completed and, if the Works are divided into Sections which together comprise the whole of the Works, means the Substantial Completion Certificate issued in respect of the last Section to be substantially completed and the date of substantial completion of the Works shall be the date identified in either of the said certificates, as appropriate; "Temporary Works" means all works of a temporary nature of every kind required for the execution of the Works, including, without limitation, false work, temporary structures and buildings and temporary earth works (including the goods, materials and other constituent parts forming or intended to form part thereof); - 7/105 - "Tender" means the Form of Tender and the appendices thereto prepared and/or completed by the Contractor in the form accepted by the Employer and subject to the terms of the Letter of Acceptance; "Tender Total" means the total of the Cost Centre Values as referred to in the Letter of Acceptance; "Works" means the Permanent Works and the Temporary Works and all operations and activities expressly or impliedly required by the Contract in relation to and including the provision and completion of the Permanent Works; and "Works Programme" means the programme showing the sequence, method and timing of the execution of the Works including all accompanying narratives and ancillary information, in the form and detail prescribed by the Specification, submitted by the Contractor and reviewed without objection and subject to any amendment thereof from time to time reviewed without objection. 1.2 INTERPRETATION SINGULAR AND PLURAL ETC. 1.2.1 In the Contract, where the context so requires: (a) words importing the singular only shall include the plural, and vice versa; (b) words importing persons or entities shall include corporations, partnerships and other entities, corporate or unincorporated having legal capacity; (c) words importing the masculine shall be construed as including the feminine, and vice versa; words importing the neuter shall include the masculine or feminine and vice versa; (d) "manufacture" shall include preparation, assembly and fabrication; (e) "subcontractor" shall include supplier; and (f) "test" (and grammatical variations thereof) shall include, without limitation, commissioning and any commissioning test. - 8/105 - HEADINGS, MARGINAL NOTES ETC. 1.2.2 Unless otherwise expressly provided elsewhere in the Contract, the indices, headings and marginal notes contained in any document included in the Contract shall not be taken into consideration in the interpretation and construction of the Contract. JOINT AND SEVERAL LIABILITY 1.2.3 All references to the Contractor in the Contract shall have effect, if the Contractor comprises more than one legal entity, so that all entities comprising the Contractor shall be jointly and severally liable for any breach of the Contractor's obligations. In the event that the same was not submitted with his Tender, the Contractor shall, within 14 (fourteen) days of the date of the Letter of Acceptance, provide to the Engineer, a copy of all joint venture or consortium (or any other association) agreements in the forms agreed or executed by the entities comprising the Contractor, relating to the execution of the Works. The provisions of any such agreements shall not be amended, varied or waived by any of the entities comprising the Contractor, including, without limitation, in respect of any change in the parties comprising the joint venture, consortium or other association, without the prior consent of the Employer. TIME 1.2.4 Subject to any express provision to the contrary contained elsewhere in the Contract, any period of time fixed or decided in accordance with the Contract for doing any act or thing shall be calculated subject to and in accordance with the following: (a) "day" shall mean a calendar day according to the Gregorian calendar; (b) General Holidays shall be included in any such period of time; (c) "month" shall mean calendar month; (d) where the act or thing is required to be done within or not less than a specified period before a specified date, the period shall end immediately before that date; (e) where the act or thing is required to be done within a specified period after or from a specified date, the period shall begin immediately after that date; and - 9/105 - (f) where the act or thing is required to be done within a specified period, the period shall end at the conclusion of the last day of the period. LIABILITY, OBLIGATIONS AND DUTIES OF THE CONTRACTOR 1.2.5 In the Contract, the following words (and grammatical variations thereof) shall, unless the context in which they appear otherwise require, be construed in the following manner: "liability" shall include responsibility under or in connection with the Contract, at law (in contract and tort (including negligence)) or otherwise, for damages, costs, charges, proceedings, losses and expenses; "obligations" shall mean obligations under or in connection with the Contract and at law; and "duty" shall mean obligations under the Contract and not obligations in tort. COSTS AND EXPENSE OF PERFORMANCE 1.2.6 Unless otherwise expressly stated in the Contract, the Contractor shall bear the costs and expense of performing all obligations and discharging all duties. EXECUTE 1.2.7 Where the word "execute" (and grammatical variations thereof) is used in the Contract, it shall (unless the context in which it appears otherwise requires) mean carry out and complete. SUBSTANTIAL COMPLETION 1.2.8 Where the words "substantial completion" (and grammatical variations thereof) are used in relation to the Works, any Section, or any other part of the Works, they shall mean substantial completion excluding any work required to be executed by the Contractor in the Defects Liability Period, including, without limitation, any outstanding work, work of defect rectification, testing after completion of the Works, training of the Employer's personnel or maintenance of any part of the Permanent Works. - 10/105 - 1.2.9 SUBMISSION FOR REVIEW All references in the Contract to the term "submission for review" or "review by the Engineer" (and any grammatical variations thereof) shall mean submission for review to the Engineer subject to and in accordance with Clause 10 and any Contractor's Drawings or other thing to which a notice of no objection is given under Clause 10 shall be referred to in the Contract as having been "reviewed without objection". Any reference in any correspondence or other document emanating from the Engineer to the "approval", "agreement" or "acceptance" (or grammatical variations thereof) by the-Engineer of any submission by the Contractor of any document or thing shall be interpreted and construed for all purposes of the Contract as reviewed without objection by the Engineer. DOCUMENTS IN WRITING 1.3 Unless the context in which it appears otherwise requires, where provision is made for the giving or issue of any notice, consent, permission, certificate, instruction, determination, direction, request, proposal, authorisation, endorsement, opinion or decision by any person, or the agreement of any person, unless otherwise specified, the same (and any grammatical variations of such terms) shall be construed as: (a) being required to be given in writing; and (b) to be given or issued by the Engineer. COMMUNICATIONS IN WRITING AND IN ENGLISH 1.4 Any communications and documents under the Contract required to be in writing shall be handwritten, typed or printed in the English language including, without limitation, all notices, consents, permissions, certificates, instructions, determinations, directions, requests, proposals, authorisations, endorsements, opinions, decisions, design information, drawings, test reports and documents of any kind. GOVERNING LAW 1.5 The Contract shall be interpreted according to and all Disputes shall be governed by, the laws for the time being in force in Hong Kong. - 11/105 - THE ENGINEER 2. DUTIES AND POWERS OF THE ENGINEER 2.1 The Engineer shall carry out those duties and may exercise those powers specified in or necessarily to be implied from the Contract. The Engineer may be an employee of the Employer or a consultant or contractor. 2.2 The Engineer is obliged to act at the direction of the Employer in respect of the matters referred to in Appendix 1 to the Form of Tender by reference to this Clause. Save as aforesaid, the Engineer shall act fairly and reasonably within the provisions of the Contract. 2.3 The Contractor's rights under the Contract shall not be prejudiced in any way by any failure on the part of the Engineer to comply with the requirements of his appointment by the Employer including, without limitation, to act at the direction of the Employer in respect of those matters referred to in Clause 2.2. The Contractor shall not be obliged to make any enquiry of the Engineer as to whether the Engineer has sought and/or received any direction of the Employer in respect of any of the matters referred to in Clause 2.2 2.4 Except as expressly provided in the Contract, the Engineer shall not have any power to amend any provision of the Contract. 2.5 The Engineer: (a) shall issue instructions which in his opinion are necessary for the execution of the Works; and (b) may issue any other instruction which in his opinion is desirable in connection with the Works and/or the Project, provided that (except as required by any other provision of the Contract) the Engineer shall not be obliged to issue any instruction relating to any matter which, in his opinion, is the responsibility of the Contractor under the Contract in the absence of the instruction. 2.6 The instructions referred to in Clause 2.5 may be issued pursuant to that Clause or pursuant to any other provision of the Contract as, in the Engineer's opinion, shall be appropriate. 2.7 Subject to the provisions of Clause 3, the Contractor shall take instructions only from the Engineer. - 12/105 - 2.8 The Contractor shall give reasonable notice to the Engineer of any instruction which the Contractor considers is necessary for the execution of the Works to enable the Engineer to issue the instruction without delaying the progress of the Works. Without prejudice to the generality of Clause 2.5, the Engineer shall not be bound to issue any instruction which, in his opinion, is unnecessary. 2.9 If, as a result of an instruction pursuant to Clause 2.5, or as a result of any failure or inability of the Engineer to issue, or delay in issue of, an instruction pursuant to Clause 2.5(a) which was the subject of a notice in accordance with Clause 2.8, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date, or incurs Cost which the Contractor did not and had no reason to anticipate, then if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or, in respect of an instruction pursuant to Clause 2.5, Clause 56 and/or 57 and, in respect of failure, inability or delay as aforesaid, Clause 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 3. THE ENGINEER'S REPRESENTATIVES AND HIS ASSISTANTS 3.1 The Engineer shall notify the Contractor of the appointment of any Engineer's Representative and of any replacement thereof from time to time. The duties and powers of the Engineer's Representative shall be: (a) without prejudice to the Contractor's obligations, to watch and inspect the Works; (b) where deemed necessary by the Engineer, to test and examine any material to be used and workmanship employed by the Contractor in connection with the Works; and (c) to carry out such other duties and exercise such other powers vested in the Engineer which are delegated to him by the Engineer pursuant to Clause 3.2. 3.2 The Engineer may, from time to time, delegate to any Engineer's Representative, any of the duties and powers vested in him. Any such delegation shall be in writing, signed by the Engineer and shall specify the duties and powers delegated. No such delegation shall take effect until a signed copy thereof has been delivered to the Contractor. Any instruction or decision given by any Engineer's Representative to the Contractor within the terms of such delegation (but not otherwise) shall be deemed to have been given by the Engineer, provided that if the Contractor is dissatisfied with any - 13/105 - instruction or decision of any Engineer's Representative, the Contractor may, within 14 (fourteen) days of receipt of notification of such instruction or decision, refer the matter to the Engineer who shall confirm, reverse or vary the instruction or decision. 3.3 The Engineer or any Engineer's Representative may appoint and replace any person to act as assistant to any Engineer's Representative in carrying out his duties and exercising his powers. Upon any such appointment or replacement, the Engineer, or the Engineer's Representative, as the case may be, shall notify the Contractor of the names of each such person and their duties and powers. 3.4 In respect of any assistants appointed pursuant to Clause 3.3: (a) such assistants shall have no authority to issue any instruction or decision to the Contractor save insofar as such instruction or decision may be necessary to enable them to carry out their duties and exercise their powers. Any such instruction or decision given by any assistant shall be deemed to have been given by the Engineer's Representative for whom he acts; and (b) if the Contractor is dissatisfied with any instruction or decision of any assistant, he may, within 14 (fourteen) days of receipt of notification of such instruction or decision, refer the matter to the Engineer's Representative for whom the assistant acts, who shall confirm, reverse or vary the instruction or decision. 3.5 Until the Engineer, or as the case may be, any Engineer's Representative, confirms, reverses or varies any instruction or decision pursuant to the proviso to Clause 3.2, or pursuant to Clause 3.4 (b), the Contractor shall remain bound by the instruction or decision and if, as a result of any reversal or variation, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date, or incurs Cost which the Contractor did not and had no reason to anticipate, then if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 3.6 If for any reason the Engineer or any Engineer's Representative or any assistant to any Engineer's Representative considers it necessary to give any instruction or decision orally, he may do so, and the Contractor shall comply with such instruction or decision. The oral instruction or decision shall be confirmed in writing by the Engineer, the Engineer's Representative or assistant to any Engineer's Representative, as the case may be, as soon as practicable after the instruction or decision was given provided that if the - 14/105 - Contractor, within 7 (seven) days of the date of receipt of the oral instruction or decision, confirms in writing to the Engineer the oral instruction or decision and if the confirmation is not contradicted in writing within 7 (seven) days of receipt of the confirmation, it shall be deemed to be an instruction or decision of the Engineer. 3.7 The Engineer's Representatives and his assistants may be employees of the Employer or consultants or contractors. 3.8 Notwithstanding any other provision of the Contract: (a) no act or omission by the Engineer or any Engineer's Representative or the assistants to any Engineer's Representative, including, without limitation, the issuance of any notice of no objection or certificate, or the giving of any permission or consent shall: (i) relieve the Contractor in whole or in part from any obligation or liability or give rise to any waiver or estoppel in relation to any of his obligations or liabilities; or (ii) constitute a warranty by the Employer in relation to the Contractor's performance of the Contract or any part thereof; or (iii) otherwise create any obligation or liability on the part of the Employer unless the act or omission occurs in the performance of duties or the exercise of powers pursuant to the Contract; (b) no failure by the Engineer, any Engineer's Representative or any assistant to any Engineer's Representative to reject any work, drawing or document which is not in accordance with the Contract shall prejudice the power of any such persons subsequently to reject the work, drawing or document, nor shall the Employer incur any obligation or liability to the Contractor arising out of such failure; and (c) neither the Engineer, any Engineer's Representative nor any assistant to any Engineer's Representative shall have any personal liability to the Contractor for their acts and omissions in the performance of their duties or exercise of their powers pursuant to the Contract. - 15/105 - ASSIGNMENT AND SUBCONTRACTING 4. ASSIGNMENT 4.1 The Contractor shall not, subject to Clause 4.2, assign or otherwise transfer the benefit of the Contract or any part thereof or any interest or right therein or thereunder without the prior consent of the Employer and any assignment shall be upon terms and in a form approved by the Employer. 4.2 The Contractor may, with the prior consent of the Employer, such consent not to be unreasonably withheld: (a) grant a charge on any moneys due or to become due to the Contractor under the Contract in favour of his bankers or a third party providing finance to the Contractor for the Works; and (b) assign to his bankers or the third party the right to receive any moneys due or to become due under the Contract to the Contractor. 4.3 The Employer shall be fully entitled at any time, without the consent of the Contractor, to assign or otherwise transfer: (a) the benefit of the Contract (or any part thereof) and any interest therein or right thereunder to any third party; and (b) the burden of the Contract including accrued liabilities (or any part thereof) and any interest therein to the Government or to a corporation wholly owned by the Government, or to any bank or financial institution providing finance to the Employer in respect of the Project, provided that the Employer shall notify the Contractor following any assignment or transfer by the Employer in accordance with this Clause 4.3. 5. SUB CONTRACTING 5.1 The Contractor shall not sub contract the whole of the Works. 5.2 The Contractor shall sub contract the performance of his design checking obligations subject to and in accordance with Clause 6. 5.3 Save as provided by Clause 5.2, the Contractor shall not sub contract any part of the Works without prior consent. - 16/105 - 5.4 If the Contractor wishes to sub contract part of the Works (other than pursuant to Clause 5.2) he shall submit to the Engineer: (a) the identity of the subcontractor proposed to be employed; (b) particulars of the part of the Works to be sub contracted; (c) the proposed terms upon which the subcontractor is to be employed; (d) address, telephone and facsimile numbers of the proposed subcontractor; (e) description of the proposed subcontractor's management structure; (f) details of previous and current projects of a similar nature undertaken by the proposed subcontractor, giving the names of the employer, architect/engineer, description of work performed and contract value; (g) number of personnel on the proposed subcontractor's payroll and descriptions of their respective occupation/trade; (h) any work the proposed subcontractor intends to further sub contract to others; (i) details of design capability, if the proposed subcontractor is required to carry out design for the Works; (j) details of design, fabrication and manufacturing facilities of the proposed subcontractor; (k) details of the site management arrangements of the proposed sub contractor; (l) details of safety personnel currently employed by the proposed subcontractor and past accident records; and (m) details of quality management personnel currently employed by the proposed subcontractor and quality management system in use, unless the Engineer notifies the Contractor that any information listed in Clause 5.4(a) to (m) is not required in respect of the sub contracting of any part of the Works. Such information shall be supplied by the Contractor in sufficient time to enable the Engineer to evaluate the - 17/105 - capacity and ability of the proposed subcontractor to execute the part of the Works to be sub contracted and to enable the Contractor to select an alternative party in the event that the Engineer withholds his consent to the proposed sub contracting. 5.5 The Contractor shall ensure that the terms of any sub contract (including, without limitation, those made pursuant to Clause 6) impose on the subcontractor such of the terms of the Contract as are applicable and appropriate to the part of the Works to be sub contracted so as to enable the Contractor to comply with his obligations in respect of such part. 5.6 The Contractor shall use all reasonable endeavours to incorporate in any of the sub contracts referred to in Clauses 5.2 and 5.4, such terms and conditions as the Engineer may request the Contractor to so incorporate. 5.7 The Contractor shall ensure that the proposed terms and conditions of sub contract referred to in Clause 5.5 shall include a provision by which the subcontractor is obliged to provide a warranty executed as a deed in favour of the Employer, in the form appearing in Schedule 1, unless the Employer notifies the Contractor that no such warranty is required in respect of any sub contract. The Contractor shall submit a warranty, duly executed, in the said form to the Employer within 28 (twenty eight) days of the Contractor's appointment of each relevant subcontractor in accordance with this Clause 5. 5.8 The Contractor shall, after receiving consent to any sub contracting, supply to the Engineer such copies of the terms and conditions (including, without limitation, rates and prices) of the sub contract as the Engineer may instruct, and the Contractor shall not after entering into the sub contract, amend, vary or waive the terms and conditions thereof in any respect material to compliance by the Contractor with his obligations, without prior consent. 5.9 The Engineer shall be entitled to communicate directly with the Contractor's subcontractors of any tier, keeping the Contractor informed of any significant communication, provided that the Engineer shall not be entitled to issue directly to any subcontractor, any instruction or decision affecting the Contractor's obligations or liabilities to a subcontractor of any tier. 5.10 No sub contracting shall relieve the Contractor from any obligation or liability nor create any obligation or liability on the part of the Employer. The Contractor shall be liable for the acts and omissions of his subcontractors of any tier as if they were the acts and omissions of the Contractor. Without prejudice to the foregoing, the Contractor shall provide all necessary superintendence to ensure that the part of the Works to be executed by his subcontractors shall comply with the requirements of the Contract. - 18/105- 5.11 The Engineer may, notwithstanding previous consent pursuant to Clause 5.3, instruct the Contractor to discontinue the participation in the Works of any of the Contractor's subcontractors of any tier if, in the opinion of the Engineer, the subcontractor causes or contributes to a material breach by the Contractor of any term of the Contract. Following the issue of any such instruction, the Contractor shall ensure that the relevant subcontractor does not participate in the Works again without prior consent. 5.12 If a subcontractor of any tier provides to the Contractor a warranty in connection with the Works, and if the Employer so instructs, the Contractor shall assign the benefit of the warranty to the Employer, provided that in the event of any such assignment, the Employer shall use reasonable endeavours to enforce the said warranty against the relevant subcontractor before enforcing the Contract against the Contractor in respect of any matter for which a cause of action exists against the subcontractor under the said warranty. 5.13 If the Contractor is in breach of any of the provisions of this Clause 5 in respect of any subcontractor appointed by the Contractor, the Employer may, without prejudice to any other rights or remedies it may have, withhold all interim payments in relation to the Cost Centre under which the Contractor is to receive payment in respect of that part of the Works sub contracted, until the breach is remedied. 6. APPOINTMENT OF INDEPENDENT CHECKING ENGINEER 6.1 Within 30 (thirty) days of the date of the Letter of Acceptance, the Contractor shall appoint the Independent Checking Engineer to perform the Contractor's design checking obligations. 6.2 The terms of appointment of the Independent Checking Engineer shall provide that the Independent Checking Engineer is required: (a) to provide persons of the qualifications and experience appropriate to and consistent with the nature and scope of the services to be undertaken; (b) to perform the duties ascribed to him with reasonable skill, care and diligence; (c) to perform his duties in a manner compatible and consistent with the Contractor's obligations; (d) to be represented in Hong Kong at all times throughout the execution of the Works by staff of suitable seniority and experience; - 19/105 - (e) not to sub contract any part of his obligations, save with the written consent of the Contractor and the Engineer, and (f) to provide in favour of the Employer a warranty duly executed as a deed in the form appearing in Schedule 2. The Independent Checking Engineer shall be (and shall be required by his terms of-appointment with the Contractor to be) independent of the Contractor and not be associated in any way with any person undertaking the design of any part of the Permanent Works or the Temporary Works. 6.3 The Contractor shall supply to the Employer the warranty referred to in Clause 6.2(f) above, duly executed, within 14 (fourteen) days of the appointment of the Independent Checking Engineer by the Contractor. 6.4 The Contractor shall supply to the Engineer one copy of the terms and conditions of appointment of the Independent Checking Engineer within 7 (seven) days of being instructed so to do by the Engineer. The Contractor shall not, after entering into an agreement with the Independent Checking Engineer, amend, vary or waive the terms and conditions thereof in any respect material to compliance by the Independent Checking Engineer, with the Independent Checking Engineer's obligations, without prior consent. 6.5 The Engineer may instruct the termination of the appointment of the Independent Checking Engineer if, in the Engineer's opinion, the Independent Checking Engineer fails to properly discharge his duties in accordance with the terms and conditions of his appointment. If the Independent Checking Engineer's appointment is so terminated, he shall not again participate in the Works without prior consent. 6.6 In the event of the termination of the appointment of the Independent Checking Engineer for any reason by the Contractor, the Contractor shall give notice thereof to the Engineer and shall submit for review details of the identity, qualifications, experience and terms and conditions of appointment of the proposed replacement. On receiving a notice of no objection thereto, the Contractor shall appoint the replacement as soon as practicable. CONTRACT DOCUMENTS 7. PRECEDENCE OF DOCUMENTS 7.1 The documents forming the Contract are to be taken as mutually explanatory. In the event of any inconsistency between the documents comprising the Contract, the documents shall be interpreted by reference to the following - 20/105 - order of precedence unless a contrary intention is expressed by any other provision of the Contract: (a) the Letter of Acceptance shall prevail over any other document forming the Contract; (b) subject to Clause 7.1(a), the provisions of any Special Conditions shall prevail over those of any other document forming the Contract; and (c) subject to Clauses 7.1(a) and (b), the provisions of these General Conditions shall prevail over those of any other document forming the Contract. 7.2 In the event that the Contractor shall find any ambiguity or discrepancy in or between the documents comprising the Contract, the Contractor shall forthwith notify the Engineer who shall, as soon as practicable, issue such instructions to the Contractor which are necessary, in the Engineer's opinion, to resolve the ambiguity or discrepancy. 7.3 If in compliance with an instruction issued pursuant to Clause 7.2, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date, or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 56 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 8. ENTIRE AGREEMENT 8.1 Notwithstanding anything to the contrary expressed in or to be implied from the Contract, the documents referred to in the definition of "Contract" in Clause 1.1 as comprising the Contract contain the entire agreement between the parties which supersede any previous agreement and understanding between the parties in relation to the Works or any part thereof. The Contractor acknowledges that by entering into the Contract, he has not relied on any statement, representation, warranty, undertaking or qualification to, or clarification of, his Tender, which is not expressly set out in the documents comprising the Contract and that the Employer shall have no liability to the Contractor in respect of the same in the absence of fraud. - 21/105 - 9. PROVISION OF DRAWINGS AND SPECIFICATION 9.1 Within 7 (seven) days of the date of the Letter of Acceptance, the Engineer shall issue to the Contractor, free of charge, 4 (four) copies of the Specification, together with 2 (two) copies and 1 (one) CD-ROM of the Drawings. 9.2 The Engineer shall issue to the Contractor from time to time during the progress of the Works 1 (one) negative and 2 (two) positive sets of such further or amended Drawings and 2 (two) copies of such further or amended Specification (excluding drawings and documents which the Contractor is expressly or impliedly obliged to produce under the Contract) as shall in the Engineer's opinion be necessary for the execution of the Works and the Contractor shall be bound by the same. The Engineer shall not be bound to issue any Drawing or Specification relating to any matter which, in his opinion, is the responsibility of the Contractor under the Contract in the absence of the Drawing or Specification. 9.3 The Contractor shall give reasonable notice to the Engineer of any further or amended Drawings or Specification which the Contractor considers is necessary for the execution of the Works to enable the Engineer to issue the Drawings or Specification without delaying the progress of the Works, but the Engineer shall not in any event be obliged to issue the Drawings or Specification in advance of dates for their issue identified in the Works Programme. 9.4 If, as a result of any failure or inability of the Engineer to issue pursuant to Clause 9.2 at a time reasonable in all the circumstances, further or amended Drawings or Specification which were the subject of a notice by the Contractor in accordance with Clause 9.3, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date, or incurs Cost which the Contractor did not and had no reason to anticipate, then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 10. SUBMISSION AND REVIEW PROCEDURE 10.1 The Contractor shall submit to the Engineer for review all proposed Contractor's Drawings and all other documents and things required by the Contract to be submitted for review. Each submission shall be made in accordance with the procedure for submission set out in the Specification and in any event: - 22/105 - (a) in time to enable the Engineer to examine the proposed Contractor's Drawings or other document or thing submitted by the Contractor without delaying the progress of the Works; and (b) not later than any relevant date identified in the Works Programme. 10.2 The Engineer shall notify the Contractor of the outcome of his review pursuant to the procedure for submission set out in the Specification within such period as may be expressly stipulated in the Contract, or in the absence of any stipulation, within a reasonable time. The Contractor shall, subject to any other provision of the Contract to the contrary, execute the Works in accordance with the Contractor's Drawings. 10.3 If the Engineer notifies the Contractor, or if the Contractor discovers at any time that any of the Contractor's Drawings is not in accordance with the Contract, or any part of the Contractor's Drawings is inconsistent or incompatible with another part, the Contractor shall make such amendments as are necessary to remedy the non-compliance and shall submit all amended Contractor's Drawings to the Engineer for review. 10.4 The Contractor shall not be entitled to receive any extension of time for achievement of a Stage or substantial completion of the Works or any Section, or to receive any valuation or Cost pursuant to Clauses 56 and 57 respectively, or any further or additional payment of whatsoever nature by reason of any amendment reviewed without objection pursuant to Clause 10.3, and the Contractor shall be liable for any loss and expense incurred by the Employer arising out of any amendment reviewed without objection pursuant to Clause 10.3. GENERAL OBLIGATIONS 11. CONTRACTOR'S GENERAL RESPONSIBILITIES 11.1 Save insofar as it is legally or physically impossible, the Contractor shall, without prejudice to his other obligations: (a) execute the Works in accordance with the Contract and, subject thereto, to the satisfaction of the Engineer; (b) comply with the Engineer's instructions; (c) provide all staff, labour, goods, materials, Contractor's Equipment, work, transport to and from and about the Site, accommodation, storage and disposal facilities, consumables and everything, whether of a temporary or permanent nature, required in and for the execution of - 23/105 - the Works, so far as the necessity for providing the same is identified in the Contract or could reasonably be inferred therefrom by a competent contractor experienced in the execution of works of a similar nature and scope to the Works; and (d) discharge his obligations with the skill and care to be expected of a competent contractor experienced in the execution of works of a similar nature and scope to the Works. 12. RESPONSIBILITY FOR DESIGN 12.1 The Contractor shall, subject to and in accordance with the Contract, design: (a) the Temporary Works, save to the extent expressly provided to the contrary in the Contract; and (b) any part of the Permanent Works expressly required by the Contract to be designed by the Contractor, and the design shall include the selection and specification of the kinds and standards of goods, materials and workmanship to be used in the Permanent Works and the Temporary Works, or in relation thereto, so far as is not described or stated in the Specification. 12.2 The Contractor shall be entirely responsible for the Contractor's design of the Temporary Works and any part of the Permanent Works required by the Contract to be designed by the Contractor, including, without limitation, the Contractor's Drawings, and shall be, and shall remain, liable for any mistake, inaccuracy or discrepancy contained therein or any omission therefrom. Nothing contained in the Contractor's design shall relieve the Contractor from his obligations or liabilities pursuant to Clause 12.3. 12.3 To the extent of his design obligations pursuant to Clauses 12.1 and 12.2, the Contractor warrants to the Employer that: (a) he has exercised and shall continue to exercise in his design of the Temporary Works and the relevant part of the Permanent Works, all the skill and care to be expected of a professionally qualified and competent designer experienced in undertaking the design of works of a similar nature and scope to the Works; (b) the Temporary Works and the relevant part of the Permanent Works shall comply in all respects with the Contract and the Contractor's Drawings; - 24/105 - (c) the Temporary Works and the relevant part of the Permanent Works have been and will be designed and constructed by the Contractor using proven up to date good practice and standards available at the date hereof which are consistent with the scope of the Works and to standards which are consistent with the Contract; (d) the relevant part of the Permanent Works shall, when completed, comply with the Enactments; (e) no goods or materials generally known to be deleterious or otherwise not in accordance with good engineering practice have been or will be specified or selected by the Contractor or any one acting on his behalf; (f) no goods or materials which, after their specification or selection by or on behalf of the Contractor but before being incorporated into the Permanent Works, become generally known to be deleterious or otherwise not in accordance with sound engineering practice, will be incorporated into the Permanent Works; and (g) the Contractor's design of the relevant part of the Permanent Works has taken and/or will take full account of the construction methods, Temporary Works, and Contractor's Equipment intended to be used by the Contractor and all subcontractors of any tier. 13. ARTICLES OF AGREEMENT 13.1 The Contractor shall, when requested by the Employer, execute the Articles of Agreement, in the form appearing in Schedule 3, as a deed, which shall be prepared at the expense of the Employer. 13.2 If the Contractor, or any of the entities comprising the Contractor, is incorporated outside of Hong Kong, the Contractor shall, if requested by the Employer, obtain prior to the execution of the Articles of Agreement, an opinion in writing by an established and qualified lawyer (who is not an employee of the Contractor or any such entity) in the country where the Contractor or such entity is incorporated, in substantially the same form as the draft contained in Schedule 4 and acceptable to the Employer, confirming that the proposed manner of execution of the Articles of Agreement by the Contractor or such entity will result in a legal, valid and binding instrument in and under the laws of the country in which the Contractor or any such entity is incorporated. - 25/105 - 14. BONDS, PARENT COMPANY GUARANTEES AND PARENT COMPANY UNDERTAKINGS BONDS, GUARANTEES AND UNDERTAKINGS 14.1 The Contractor shall, within 14 (fourteen) days of the date of the Letter of Acceptance, submit to the Employer: (a) a bond for the amount stated in Appendix 1 to the Form of Tender, in the form appearing in Schedule 5, duly executed as a deed by the bank or other financial institution which is identified in the Letter of Acceptance. Such bond shall remain in full force and effect until the issue of the Substantial Completion Certificate for the Works, save to the extent that payment thereunder is received by the Employer in full prior thereto. The Employer shall return the bond to the Contractor within 28 (twenty-eight) days of its expiry. Within 7 (seven) days of the submission of the bond in the form required, the Employer shall release any tender bond submitted by the Contractor with the Tender; and (b) a parent company guarantee in the form appearing in Schedule 6, and a parent company undertaking in the form appearing in Schedule 7, duly executed as deeds by such of the parent companies' shareholders or holding companies of the Contractor as is identified in the Letter of Acceptance. If the Contractor comprises more than one legal entity, this provision shall apply to each such entity. 14.1A The Employer shall not make any demand for payment under the bond to be provided by the Contractor in accordance with Clause 14.1(a), without giving the Contractor not less than 14 (fourteen) days' prior notice of an intention by the Employer to make such a demand for payment, save that where the Contractor is in default under Clause 73.1, the Employer may make a demand for payment under the said bond without giving any such prior notice. OFF-SHORE MANUFACTURING BONDS 14.2 The Contractor shall submit to the Employer, at the times required by the preamble to the Pricing Document, bonds required by the said preamble as security for and as a condition precedent to payment for any part of the Permanent Works manufactured offshore, in the form appearing in Schedule 8, duly executed as a deed by the bank or financial institution identified in the Letter of Acceptance or such other bank or financial institution as may be reviewed without objection. - 26/105 - LEGAL OPINIONS 14.3 The provisions of Clause 13.2 in respect of the provision of a legal opinion for the execution of the Articles of Agreement by the Contractor shall apply mutatis mutandis to the execution of a bond by any bank or financial institution and the execution of a parent company guarantee and parent company undertaking by any company pursuant to Clauses 14.1(a), 14.1(b) and 14.2, as appropriate, where they are incorporated outside of Hong Kong, save that the legal opinion shall be in substantially the same form as the relevant draft contained in Schedule 9. WITHHOLDING INTERIM PAYMENTS 14.4 The Contractor's compliance with Clause 14.1 shall be a condition precedent to receipt of any payment by the Contractor under the Contract. Without prejudice to any other right or remedy of the Employer, until the Contractor has complied with Clause 14.1, the Employer shall be entitled to withhold all payments otherwise due to the Contractor under the Contract. 15. INSPECTION OF THE SITE AND INFORMATION, SUFFICIENCY OF TENDER AND PHYSICAL CONDITIONS AND ARTIFICIAL OBSTRUCTIONS 15.1 The Contractor shall be deemed prior to the date of the Letter of Acceptance to have: (a) inspected the Site and its surroundings and examined all information in connection with the Works made available to the Contractor by or on behalf of the Employer prior to the said date, including, without limitation, the information on the nature of the ground, sub soil and sub strata of the Site obtained by or on behalf of the Employer and listed in the Specification, which the Contractor shall be responsible for interpreting; (b) obtained for himself all other necessary information in connection with the execution of the Works and his other obligations; and (c) satisfied himself as to: (i) the form, nature and general condition of the Site including, without limitation, the form and nature of the ground, sub soil and sub strata of the Site, and all geological, geo-environmental, geotechnical and hydrological conditions affecting the Site; (ii) the form and nature of materials, whether natural or otherwise, to be excavated from the Site; - 27/105 - (iii) where appropriate, the form and nature of the sea bed and sea surface conditions forming any part of the Site; (iv) the means of communication with and access to and through the Site; (v) the climatic and environmental conditions affecting the Site; (vi) the risk of damage to property adjacent to the Site and injury to occupiers of such property; (vii) the possibility of interference by persons other than the Employer who will also have access to or use of the Site from time to time; (viii) the interfaces with Project Contractors and other works relating to the Project; (ix) the nature and extent of the Works and the materials necessary for the execution of the Works; (x) the description of the Cost Centres and item descriptions and quantities, if any, contained in the Pricing Document and that the same are consistent with the scope of the Works ascertainable in accordance with the Contract, apart from those descriptions and quantities; and (xi) all other matters whatsoever affecting his obligations. 15.2 The Contractor shall be deemed prior to the date of the Letter of Acceptance on the basis indicated in Clause 15.1 and generally, to have allowed a correct and sufficient Tender Total and rates and prices included in the Pricing Document to cover all his obligations and to have allowed the necessary resources and allocated the necessary time to enable him to substantially complete the Works and any Section and to achieve any Stage by the relevant Key Dates. Except insofar as otherwise provided in the Contract, the Tender Total and the said rates and prices shall cover all the Contractor's obligations and, except as aforesaid, the periods ending on the Key Dates shall be deemed sufficient for the Contractor to substantially complete the Works and any Section and to achieve any Stage. 15.3 The Employer shall have no obligation to make any additional payment to the Contractor, and the Engineer shall have no obligation to grant any extension of time on the ground of: - 28/105 - (a) any misunderstanding or misapprehension in respect of the matters referred to in Clause 15.1; or (b) except as otherwise provided in the Contract (including, without limitation, pursuant to Clauses 15.4, 15.5 and 15.6), incorrect or insufficient information being given to the Contractor by any person whether or not in the employ of the Employer; or (c) the Contractor failing to obtain correct and sufficient information, nor shall the Contractor be relieved from any of his obligations or liabilities on any such ground or, subject to Clauses 76 and 77, on the ground that he did not or could not foresee any matter which may in fact affect or have affected his obligations, provided that the foregoing shall not affect the Contractor's rights or obligations pursuant to Clauses 15.4 to 15.7, or Clause 24.1. 15.4 If, during the execution of the Works, the Contractor shall encounter physical conditions (other than weather conditions or conditions due to weather conditions) or artificial obstructions which could not, in his opinion, reasonably have been foreseen by an experienced contractor at the date of the Letter of Acceptance, the Contractor shall, as soon as practicable thereafter, and in any event within 28 days of encountering such conditions, give notice thereof to the Engineer. Without prejudice to Clauses 45, 56, 57 and 58, such notice shall specify the physical condition or artificial obstruction, the effects thereof, the measures the Contractor has taken or is proposing to take to overcome the physical condition or artificial obstruction, their estimated cost, and the extent of the anticipated delay in, or interference with, the execution of the Works. 15.5 Following receipt of any notice served by the Contractor in accordance with Clause 15.4, and without prejudice to any other power which the Engineer may have under the Contract, the Engineer may: (a) instruct the Contractor to investigate and report upon the practicability and cost and timing effects of the Contractor taking measures which may be available to overcome the physical condition or artificial obstruction; (b) consent to the measures notified by the Contractor in accordance with Clause 15.4, with or without modification; (c) give an instruction as to how the physical condition or artificial obstruction is to be dealt with; and/or - 29/105 - (d) order a suspension under Clause 51 or a variation under Clause 54. 15.6 If by reason of: (a) the presence of the physical condition or artificial obstruction notified by the Contractor in accordance with Clause 15.4 which in the Engineer's opinion could not have been reasonably foreseen by an experienced contractor at the date of the Letter of Acceptance; and (b) the measures taken by the Contractor to overcome the physical condition or artificial obstruction notified by the Contractor in accordance with Clause 15.4 and made the subject of the Engineer's consent pursuant to Clause 15.5(b); or (c) instructions issued by the Engineer pursuant to Clauses 15.5(a) or (c), the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clauses 45 and/or 56 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 15.7 If the Engineer shall decide that the physical condition or artificial obstruction the subject of a claim for additional time and/or payment, could in whole or in part have been reasonably foreseen by an experienced contractor at the date of the Letter of Acceptance, he shall so notify the Contractor in writing as soon as he shall have reached that decision. Notwithstanding such notification, any claim by the Contractor for additional time and/or payment in respect of any suspension or variation previously instructed by the Engineer shall be decided in accordance with Clauses 45 and/or 56 and/or 57. 16. PROGRAMMES AND PROGRESS REPORTS 16.1 The Contractor shall submit to the Engineer in accordance with the Specification: (a) the Works Programme; (b) the Monthly Progress Reports; and (c) such other programmes, schedules and reports as may be identified in the Specification or instructed. - 30/105 - 16.2 The review without objection of any of the documents referred to in Clause 16.1 (or any amendment thereof from time to time) shall not: (a) if the document indicates that a Key Date has not or will not be met, constitute any form of acknowledgement that the Contractor is or may be entitled to an extension of time in relation to the Key Date; and (b) without prejudice to the generality of any other provision of the Contract, imply that any programme is feasible, suitable or appropriate. 16.3 The Engineer shall issue the Master Programme to the Contractor and may from time to time issue the Contractor with revised versions of the Master Programme if, in the Engineer's opinion, the effect of the revisions are relevant to the programming and/or execution of the Works. The Master Programme shall not be binding on the Employer or otherwise: (a) release the Contractor of any of his obligations or liabilities or give rise to any waiver or estoppel in relation to any of his obligations or liabilities; or (b) constitute a warranty by the Employer in relation to the Contractor's execution of the Works; or (c) create any obligation or liability on the part of the Employer. 16.4 The Engineer shall issue the Contractor with the Co-ordinated Installation Programme, the Track Related Installation Programme and such other programmes to be issued by the Engineer as referred to in, and in accordance with, the Specification. 16.5 No provision or reference in any of the documents referred to in Clause 16.1 shall constitute a notice for the purpose of any of the provisions of the Contract. 16.6 Any failure by the Contractor to work in accordance with the Works Programme shall be deemed to be a breach of Clause 42.1 unless the Contractor can prove to the contrary. 17. METHOD STATEMENT 17.1 The Contractor shall submit to the Engineer for review, all drawings and other documents as may be identified in the Specification, or as instructed, relating to the methods by which the Contractor shall execute the Works, - 31/105 - including, without limitation, the use of Contractor's Equipment and Temporary Works and the places where the Contractor shall execute the Works. 17.2 The Contractor warrants to the Employer that the methods of delivery, assembly and construction (including the use of Contractor's Equipment and Temporary Works) and the Contractor's Equipment and Temporary Works themselves shall be consistent with the requirements of the Contract and that the Contractor shall not change any proposed method of construction previously reviewed without objection by the Engineer, without making a further submission for review. 18. CONTRACTOR'S SUPERINTENDENCE AND STAFF 18.1 The Contractor shall provide all necessary superintendence during the execution of the Works. 18.2 The Contractor shall employ or cause to be employed in connection with the Works on the Site or off-Site at any place of manufacture or source of material and in the superintendence thereof only such technical personnel as are skilled and experienced in their respective trades and callings and such sub-agents, foremen, leading hands and labour as are competent to carry out their respective duties in connection with the Works. 18.3 The Engineer may instruct the Contractor to remove or cause to be removed from the Works or the Site any person employed thereon without stating any reason if, in the Engineer's opinion, the person misconducts himself, is incompetent, is negligent in the performance of his duties, fails to conform with any provision in the Contract with regard to safety or persists in any conduct which is prejudicial to safety or health. Such person shall not again be employed in connection with the Works or on the Site without prior consent. 18.4 Any person removed from the Works or the Site pursuant to Clause 18.3 shall be replaced by the Contractor as soon as practicable by a competent substitute. 18.5 The Contractor shall indemnify the Employer in respect of liability under the Immigration Ordinance (Cap 115) to the extent that such liability arises from the presence on or off the Site of any employee, agent or representative of the Contractor or of his subcontractors of any tier. - 32/105 - 19. SETTING-OUT AND DIMENSIONS 19.1 The Contractor shall be responsible for the setting out of the Works relative to the data contained in the Drawings and the Specification or notified by the Engineer and for the correctness of the position, level, dimensions and alignment of all parts of the Works and for the provision of all necessary instruments, appliances and labour in connection therewith. 19.2 If at any time during the execution of the Works any error shall appear or arise in the position, level, dimension or alignment of the Works or any part thereof, the Contractor shall forthwith give notice of the same to the Engineer and shall, on being instructed so to do, rectify the error to the satisfaction of the Engineer. Provided that if, in the Engineer's opinion, the error is the result of incorrect data contained in the Drawings and/or the Specification or notified by the Engineer and if, in compliance with an instruction pursuant to this Clause 19.2, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 56 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 19.3 The Contractor shall carefully protect and preserve all bench-marks, sight-rails, pegs and other things used in setting out the Works. 20. SAFETY 20.1 The Contractor shall throughout the execution of the Works take full responsibility for: (a) the adequacy, stability and safety of the Works; (b) the safety of the Contractor's Equipment; (c) the safety of all persons on or in the vicinity of the Site; and (d) providing and maintaining all necessary lights, guards, fences, warning signs and storage areas. 20.2 The Contractor shall: (a) submit to the Engineer for his review, in accordance with the Specification, a safety plan which shall set out details of the safety measures to be implemented by the Contractor to comply with his - 33/105 - obligations under or in connection with the Contract. Any supplemental submission to the Engineer for his review of amendments, variations or additions to the safety plan shall be made not less than 28 (twenty-eight) days before commencement of any work which is the subject of the submission; (b) appoint a competent English speaking agent or representative who has been reviewed without objection and who is not otherwise involved in the Works to act as the manager and supervisor of the safety plan; (c) adhere to the principles and procedures contained in the safety plan and in any amendment, variation or addition thereto which have been reviewed without objection; and (d) ensure that sufficient personnel are dedicated to the implementation of the safety plan and all safety procedures contained therein. 20.3 If at any time: (a) the safety plan is, in the Engineer's opinion, insufficient or requires revision or modification to ensure the security of the Works and the safety of all workmen upon and visitors to the Site; or (b) the level of accidents on any part of the Site exceeds any level laid down in Government proposals for safety, the Engineer may instruct the Contractor to revise the safety plan and the Contractor shall, within 14 (fourteen) days, submit the revised plan to the Engineer for review. 20.4 Without prejudice to the generality of this Clause 20, the Contractor shall provide all facilities, access and assistance to the Engineer to enable him to monitor and verify that the safety plan is being properly and fully implemented. 21. CARE OF THE WORKS ETC. 21.1 The Contractor shall, subject to Clauses 21.3, 21.5 and 50.3, be fully responsible for the care of: (a) the Works, or any part thereof, (whether on the Site or elsewhere); and (b) all Contractor's Equipment and consumables on the Site or being delivered to the Site in connection with the Works, - 34/105 - from the Date for Commencement of the Works until 28 (twenty-eight) days after the date of issue of the Substantial Completion Certificate for the Works whereupon the responsibility for the care of the Works shall pass to the Employer. 21.2 The Contractor shall be fully responsible for the care of any work which he undertakes to finish or which he otherwise carries out during any Defects Liability Period until the work has been completed, whereupon the responsibility for the care of the work shall pass to the Employer. 21.3 If a Substantial Completion Certificate is issued for any Section or any other part of the Works, the Contractor shall: (a) execute the remainder of the Works in such a manner as not to prejudice the care, maintenance and condition of the Section or other part; and (b) cease to be responsible, under Clause 21.1, for the care of the Section or other part 28 (twenty-eight) days after the date of issue of such Substantial Completion Certificate, whereupon the responsibility for the care of the Section or other part shall pass to the Employer. 21.4 Except to the extent caused by any of the Excepted Risks defined in Clause 21.5, if any loss or damage occurs to: (a) the Works; or (b) Contractor's Equipment or consumables while the Contractor is responsible for the care thereof, the Contractor shall, with all possible speed, rectify the loss or damage so that the Works are executed in accordance with the Contract. The Contractor shall also be liable for any loss or damage to the Works occasioned by him in the course of any operation carried out by him for the purpose of complying with his obligations under Clause 53. 21.5 "Excepted Risks" for the purposes of this Clause are: (a) outbreak of war (whether war be declared or not) in which Hong Kong shall be actively engaged; (b) invasion of Hong Kong; (c) act of terrorists in Hong Kong; - 35/105 - (d) civil war, rebellion, revolution, insurrection or military or usurped power in Hong Kong; (e) riot, commotion or disorder in Hong Kong otherwise than amongst the employees of the Contractor, or any of his subcontractors of any tier currently or formerly engaged on the Works; (f) ionising radiation or contamination by radioactivity from any nuclear fuel or from any nuclear waste from the combustion of nuclear fuel, radioactive, toxic, explosive or other hazardous properties of any explosive nuclear assembly or nuclear component thereof, unless the source or cause of the radiation, radioactivity or other hazard is brought to or near the Site by the Contractor or any of his subcontractors of any tier; (g) pressure waves caused by aircraft or other aerial devices travelling at sonic or supersonic speeds; (h) a cause due to use or occupation of the Permanent Works or any part thereof by the Employer (which shall not include or be deemed to include the execution of works by Relevant Authorities or Project Contractors or the provision of access thereto over the Site or the Permanent Works or any parts thereof); and (i) the neglect or default by or on behalf of the Employer, including, without limitation, in the preparation of any design of the Permanent Works or Temporary Works included in the Drawings and/or the Specification, insofar as damage, loss or injury is the direct consequence thereof, or any default of Relevant Authorities or Project Contractors. 21.6 If and to the extent that there is any loss or damage to the Works, Contractor's Equipment or consumables caused by any of the Excepted Risks, the Contractor shall, if and to the extent instructed, rectify the loss or damage. If, in compliance with an instruction issued pursuant to this Clause 21.6, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 56 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. - 36/105 - 22. DAMAGE TO PROPERTY AND INJURY TO PERSONS - INDEMNITIES 22.1 The Contractor shall be liable for and indemnify the Employer against all losses and claims of whatsoever nature in respect of: (a) the death or illness of or injury to any person; and (b) the loss of or damage to any property other than the Works, arising out of or in connection with the Works or the execution thereof by the Contractor. 22.2 The scope of the Contractor's liability and indemnity pursuant to Clause 22.1 shall be reduced proportionately to the extent that any neglect or default of the Employer or Project Contractors caused or contributed to the death, illness, injury, loss or damage. 22.3 The Employer shall be liable for and indemnify the Contractor against liability in connection with death, illness, injury, loss and damage referred to in Clause 22.1 arising out of or connected with: (a) the use or occupation of land provided by the Employer by the Permanent Works or for the purposes of the execution of the Works or interference, whether temporary or permanent, with any right of way, navigation, light, air or water or other easement or quasi easement; (b) the right of the Employer to execute the Works on, over, under, in or through any land, sea or foreshore; (c) damage that is the inevitable consequence of the execution of the Works; and (d) neglect or default of the Employer or Project Contractors. 22.4 The scope of the Employer's liability and indemnity pursuant to Clause 22.3 shall be reduced proportionately to the extent that the act or neglect of the Contractor or his subcontractors of any tier caused or contributed to the death, illness, injury, loss or damage. 23 GIVING OF NOTICES AND PAYMENT OF FEES ETC 23.1 The Contractor shall give all notices and pay all fees required to be given or paid by any Enactment in connection with the execution of the Works and by the rules and regulations of any Relevant Authority whose property or rights - 37/105 - are or may be affected in any way by the Works or their execution. If any new fee is imposed or if any existing fee is increased, after the date of the Letter of Acceptance, the new fee or increase shall be paid by the Contractor. Such fees shall include, but not be limited to, any customs or import duties required to be paid for the importation of any part of the Works into Hong Kong. 23.2 Except where otherwise stated in the Contract, the Contractor shall pay any royalty, rent and other payment or compensation in relation to any Contractor's Equipment or Temporary Works required in connection with the Works. 24. COMPLIANCE WITH ENACTMENTS AND OBTAINING PERMITS AND CONSENTS 24.1 The Contractor shall, in connection with the execution of the Works, comply in all respects with: (a) the provisions of all Enactments; (b) any condition attached to any permit or exemption issued pursuant to any Enactment; and (c) the rules and regulations of Relevant Authorities, and any addition or amendment made thereto after the date of the Letter of Acceptance and shall indemnify the Employer against any liability and/or penalty to the extent arising from breach by the Contractor of any Enactment, condition, rule or regulation. In the event that, after the date of the Letter of Acceptance, any addition or amendment is made to any Enactment, any condition attached to any permit or exemption issued pursuant to any Enactment or to the rules and regulations of Relevant Authorities which renders it necessary for the Contractor to alter the design of any part of the Permanent Works expressly required by the Contract to be designed by the Contractor, if, in the opinion of the Engineer, such addition or amendment could not reasonably have been foreseen by an experienced contractor at the date of the Letter of Acceptance, then, without prejudice to Clause 15.3, any amendment to any Contractor's Drawings rendered necessary by such addition or amendment shall, for all purposes of the Contract, be deemed to be a variation instruction issued by the Engineer pursuant to Clause 54.1. 24.2 (a) The Contractor shall: (i) obtain all statutory registrations, approvals and consents required for the execution of the Works including, where relevant, but without limitation, obtaining registration as a registered contractor, and all approvals and consents under - 38/105 - the Buildings Ordinance which are necessary for the execution of the Works; and (ii) co-operate with all relevant parties, complete such certificates and forms, make such applications, and, to the extent that the same are within the control of the Contractor, do all such other things as may be necessary to enable occupation permits to be issued under the Buildings Ordinance and any other Enactment so that the Employer may occupy and use the Permanent Works. (b) Notwithstanding any other provision of the Contract, neither the Works nor any Section shall be (nor shall be deemed to be) substantially complete until all necessary statutory approvals, consents and occupation permits have been obtained to enable the Employer to occupy and use the Permanent Works or the relevant part thereof. 24.3 If there is a delay in obtaining any of the occupation permits referred to in Clause 24.2 (a) (ii) which is caused by any person other than the Contractor and for which the Contractor is not responsible, and such delay is the sole reason preventing the Contractor from substantially completing the Works, or any Section, as the case may be, by the relevant Key Date therefor, then if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 25. LANGUAGE OF NOTICES ETC 25.1 Any notice which the Contractor is required to exhibit either for the benefit of the public or his employees and all written and printed matter, affixed to the Works or otherwise required for operation and maintenance shall be in English and in Chinese characters and such other language as may be required by any Enactment and/or the Specification. 26. INTERFERENCE AND NUISANCE 26.1 The Works shall, so far as compliance with the requirements of the Contract permit, be executed so as to avoid unnecessary or improper nuisance or disturbance to or interference with the public or the access to or use or occupation of public roads, footpaths, waterways, anchorages, navigation channels or properties whether in the possession of the Employer or of any other person. - 39/105 - 26.2 The Contractor shall be liable for and indemnify the Employer against liability in connection with any breach of Clause 26.1 provided that such liability and indemnity shall be reduced proportionately to the extent that the act or neglect of the Employer or Project Contractors caused or contributed to the breach. 27. INTELLECTUAL PROPERTY RIGHTS 27.1 In this Clause, intellectual property rights shall include, but not be limited to, patent, copyright, design rights, trademarks and confidential information. 27.2 The Contractor shall indemnify the Employer against liability in Hong Kong or in any country in connection with the infringement of any intellectual property right existing anywhere in the world in respect of anything used in or required for the Works or the operation, and maintenance in service of the Permanent Works (except to the extent that infringement was unavoidable as a result of the Drawings, the Specification or any instruction, save insofar as such instruction incorporated any Contractor's Drawings). 27.3 The Contractor shall, at the Employer's request and in accordance with the Employer's directions, defend any claim or proceeding against the Employer in connection with any alleged infringement referred to in Clause 27.2. 27.4 In so far as the intellectual property rights existing anywhere in the world in respect of anything used in or required for the Works or the operation, repair, maintenance, replacement or extension of the Permanent Works shall be vested in the Contractor, the Contractor grants to the Employer, his successors and assigns a royalty-free, non-exclusive and irrevocable licence (carrying the right to grant sub-licences) to use, reproduce, modify, adapt and translate any of the works, designs or inventions incorporated or referred to in anything used or required as aforesaid for all purposes relating to the Project. To the extent that beneficial ownership of any such intellectual property right is vested in anyone other than the Contractor, the Contractor shall use his best endeavours (save in respect of and to the extent of the things excepted from Clause 27.2, as to which the Contractor shall use reasonable endeavours) to procure that the beneficial owner thereof shall as soon as possible grant a like licence to the Employer. Any licence pursuant to this Clause 27.4 shall not be determined if the Contractor shall for any reason cease to be employed in connection with the Works and the Contractor shall execute such documents and do all other things as may be necessary to give effect to and protect the licence including, without limitation, notifying purchasers of any right of the existence of the licence. 27.5 If the Contractor uses proprietary software for the purpose of storing or utilising records, the Contractor shall procure the grant of a licence or sub- - 40/105 - licence to use, reproduce, modify, adapt and translate the software in favour of the Employer and shall pay such licence fee or other payment as the grantor of the licence may require provided that the licence may be restricted to use, reproduction, modification, adaptation and translation relating to the Project. 28. CO-ORDINATION 28.1 The Contractor acknowledges that the Project involves a number of separate design and/or construction contracts and that it is necessary for the design and construction of the Permanent Works and the Temporary Works to be co-ordinated with the design and construction of that part of the Project being undertaken by Relevant Authorities and Project Contractors. DESIGN 28.2 The Contractor shall, in performing his design obligations pursuant to Clause 12, consult, liaise and co-operate with Relevant Authorities and Project Contractors and use his best endeavours to ensure, utilising the expertise to be expected of a contractor experienced in undertaking the design of works similar in scope and complexity to the Temporary Works and the relevant part of the Permanent Works to be designed by the Contractor in accordance with the Contract, that the Contractor's design of the Temporary Works and the relevant part of the Permanent Works to be designed by the Contractor is consistent, compatible, integrated and co-ordinated with the design of that part of the Project designed by Relevant Authorities and Project Contractors. Without prejudice to the foregoing, the Contractor shall, in discharging such obligations: (a) request Relevant Authorities and Project Contractors to supply all drawings and design information in their possession which the Contractor reasonably requires; (b) supply Relevant Authorities and Project Contractors promptly with all drawings and design information in his possession which they may reasonably require to co-ordinate the design of their works with the Contractor's design of the Temporary Works and the relevant part of the Permanent Works; (c) request the Engineer to supply all drawings and design information in his possession, or in the possession of the Employer, which the Contractor reasonably requires, and the Engineer shall provide such drawings and design information to the Contractor as soon as is practicable; and - 41/105 - (d) comply with the procedures set out in the Specification in respect of the co-ordination of the Contractor's design of the Temporary Works and the relevant part of the Permanent Works, and the Contractor shall attend all meetings necessary for the Contractor to devise, or assist in devising, design solutions to achieve the co-ordination of the Contractor's design of the Temporary Works and the relevant part of the Permanent Works with the design of that part of the Project designed by Relevant Authorities and Project Contractors. 28.3 The Contractor shall notify the Engineer forthwith in the event that, notwithstanding the discharge of his obligations in accordance with Clause 28.2, the Contractor considers that a conflict has arisen between the Contractor's design of the Temporary Works and/or the relevant part of the Permanent Works and the design of any part of the Project designed by Relevant Authorities and/or Project Contractors which it has not been possible for the Contractor to resolve. Each such notice shall be accompanied by details of the alleged conflict; an explanation of why it has not been possible for the Contractor to resolve such conflict and the Contractor's proposals as to the manner in which he believes that such conflict can and should be resolved. 28.4 Without prejudice to Clause 28.3, the Contractor shall keep the Engineer fully informed of all communications with Relevant Authorities and Project Contractors relating to the co-ordination of the Contractor's design of the Temporary Works and the relevant part of the Permanent Works with the design of that part of the Project designed by Relevant Authorities and Project Contractors and shall supply the Engineer promptly with all information requested by him in respect thereof including, without limitation, any information concerning any conflict notified by the Contractor in accordance with Clause 28.3. CONSTRUCTION 28.5 The Contractor shall, in executing the construction of the Works, consult, liaise and co-operate with Relevant Authorities and Project Contractors and use his best endeavours to ensure, utilising the expertise to be expected of a contractor experienced in undertaking the construction of works similar in scope and complexity to the Works, that the most efficient means are used to co-ordinate the Contractor's construction activities with the construction activities carried out (contemporaneously or otherwise) by Relevant Authorities and Project Contractors in respect of works not included in the Contract but forming part of the Project ("Project Works"), and shall devise programming and construction related solutions to achieve such objective. Without prejudice to the foregoing, the Contractor shall, in discharging such - 42/105 - obligations: (a) supply promptly to the Engineer all information in the Contractor's possession relating to the co-ordination of the construction activities of the Contractor in the execution of the Works with the construction activities of Relevant Authorities and Project Contractors in respect of Project Works; (b) attend meetings necessary to devise solutions to achieve the co- ordination of the construction activities of the Contractor in respect of the Works with the construction activities of Relevant Authorities and Project Contractors in respect of Project Works, including, without limitation, attending meetings convened by the Engineer in relation thereto; (c) provide access to Relevant Authorities and Project Contractors to the Site and the Permanent Works and the Temporary Works to execute Project Works; (d) provide facilities and services to Relevant Authorities and Project Contractors to execute Project Works, to the extent stated in the Specification; and (e) comply with the procedures set out in the Specification in relation to the co-ordination of the construction activities of the Contractor in respect of the Works and the construction activities of Relevant Authorities and Project Contractors in respect of Project Works. 28.6 The Contractor shall notify the Engineer forthwith upon identifying any actual or potential conflict that may arise or which has arisen between the Contractor's construction activities in respect of the Works, and the construction activities of Relevant Authorities and/or Project Contractors in respect of Project Works. Each such notice shall be accompanied by details of the alleged conflict, an explanation of why it has not been possible for the Contractor to resolve the conflict and the Contractor's proposals as to the manner in which he believes that such conflict can and should be resolved. Without prejudice to the foregoing, the Contractor shall supply the Engineer promptly with all information requested by him in respect of any alleged conflict notified by the Contractor. GENERAL 28.7 Without prejudice to any other provision of the Contract, the Contractor shall employ, and shall ensure that his subcontractors of any tier employ in respect of the Works, a sufficient number of staff suitably skilled and experienced in - 43/105 - the co-ordination of works of a similar scope and complexity to the Works to enable his obligations under this Clause 28 to be performed effectively and efficiently. 28.8 The Contractor shall (independent of any liability pursuant to Clause 48 in respect of delay in the substantial completion of the Works or any Section or the achievement of any Stage) be liable for any loss and expense incurred by the Employer arising from any breach by the Contractor of his obligations under this Clause 28. 28.9 If: (a) in compliance with his obligations pursuant to this Clause 28; or (b) otherwise as a result of the design or construction activities of Relevant Authorities or Project Contractors in respect of Project Works, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 29. PUBLICITY AND DISCLOSURE 29.1 The Contractor shall not publish or otherwise circulate, alone or in conjunction with any other person, any article, photograph or other material relating to the Contract, any Dispute, the Site or the Project or any part thereof, nor impart to the press or any radio or television station any information relating thereto, nor allow any representative of the media access to the Site except with consent. The Contractor shall ensure that each of his subcontractors of any tier and each parent company or shareholder of each entity comprising the Contractor is bound by a like obligation and the Contractor shall enforce the same. 29.2 The Contractor may disclose relevant information to bankers or third parties taking a charge or assignment, or having the bona fide intention thereof, pursuant to Clause 4.2, provided that: (a) he first obtains the Engineer's consent; and - 44/105 - (b) he shall use his reasonable endeavours to procure that the bankers and third parties shall keep the information confidential. 29.3 The Employer and any third party referred to in Clause 4.3 may use any information provided by the Contractor in accordance with the Contract, but the Employer shall not, and the Employer shall use reasonable endeavours to procure that any third party referred to in Clause 4.3 shall not, divulge that information except for any purpose connected with the Project. 30. OFFERING GRATUITIES 30.1 If the Contractor shall be found to have offered or given any advantage, excessive hospitality, gratuity, bonus, discount, bribe or loan of any sort to any agent or employee of the Government, to the Employer or to any member of the Employer's staff or to any other person acting on behalf of the Government or the Employer in respect of or in connection with the Project, the Contractor shall be liable for any loss or expense incurred by the Employer and the provisions of Clause 74 shall apply. The Contractor shall ensure that each of his subcontractors of any tier is bound by a like obligation and the Contractor shall enforce the same. 31. ANTIQUITIES 31.1 All antiquities, fossils, coins, articles of value, or other things of geological or archaeological or material interest discovered on the Site ("antiquities") shall, as between the Employer and the Contractor, be the absolute property of the Employer. 31.2 Upon discovery of any antiquities during the execution of the Works, the Contractor shall forthwith give notice thereof to the Engineer, and shall thereafter use all reasonable endeavours to prevent their damage and/or removal from the Site. 31.3 As soon as practicable after receipt of any notice from the Contractor pursuant to Clause 31.2, the Engineer shall issue an instruction as to the manner in which the antiquities the subject of such notice should be disposed of or otherwise dealt with by the Contractor. 31.4 If as a result of an instruction pursuant to Clause 31.3, or as a result of any failure or inability of the Engineer to issue, or delay in the issue of an instruction pursuant to Clause 31.3, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate, then, if the Contractor Claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 - 45/105 - and/or Clauses 56 and/or 57, and, in respect of failure, inability or delay as aforesaid, Clause 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. INSURANCE 32. EMPLOYER'S INSURANCE 32.1 Without limiting the Employer's other obligations or the Contractor's obligations, the Employer shall take out and maintain insurance for the benefit of and in the joint names of the Employer, the Contractor and his subcontractors of any tier in respect of: (a) the Works, including, without limitation, all unfixed goods, materials and other constituent parts forming or intended to form part thereof and consumables delivered to the Site; and (b) liability for the death of or injury to any person (other than in the employment of the Contractor or any of his subcontractors) or loss of or damage to property (other than the Works and/or consumables) arising out of the execution of the Works, in the terms contained in the policy contained in Schedule 10, subject to any amendment required by the insurers other than as a result of default of the Employer. 32.2 The Contractor shall comply with the terms of the policy referred to in Clause 32.1 and shall: (a) notify insurers and the Employer forthwith if an event giving rise to an insurance claim under such policy occurs; (b) prepare and submit to insurers particulars of all claims and do all things necessary to obtain proper settlement of all insurance claims under such policy (including, without limitation, those of its subcontractors of any tier) provided that if in the opinion of the Employer, the Contractor fails to pursue a claim with due diligence, the Employer shall have the right, exercisable on 14 (fourteen) day's notice, to assume control over the preparation, submission and settlement of any claim, subject always to having due regard to the interests of the Contractor; and (c) comply with any procedures issued by the Employer to the Contractor in respect of the preparation and/or submission of any insurance claim in respect of such policy. - 46/105 - 32.3 All moneys payable under Section 1 of the policy referred to in Clause 32.1 (Contractor's All Risks Insurance) exceeding HK$20,000,000 (Hong Kong Dollars twenty million) shall be, and the Contractor shall procure that they shall be, paid to the Employer who shall release any part thereof relating to claims of the Contractor to the Contractor within a reasonable time having regard to the progress of rectification of the loss or damage to which the claim relates. 32.4 If and to the extent that the Employer receives money from the insurers in respect of any claim made by or on behalf of the Contractor or its subcontractors of any tier, the Employer shall make payment to the Contractor or the relevant subcontractor, without unreasonable delay, of such moneys or the appropriate proportion thereof having regard to the extent to which the relevant loss or damage to which such insurance moneys relate has been rectified in accordance with Clause 21.4 or 21.6. 32.5 Any amounts not insured or not recovered under the policy referred to in Clause 32.1 including, without limitation, the amount of any deductibles, shall be borne by the Contractor or the Employer in accordance with their respective responsibilities in accordance with Clause 21. 32.6 All moneys payable under the policy referred to in Clause 32.1 shall be paid in Hong Kong Dollars notwithstanding that the Tender Total may be denominated in United States Dollars in the Pricing Document and that other payments made to the Contractor pursuant to Clause 67 are made in United States Dollars. 33. CONTRACTOR'S INSURANCE 33.1 Without limiting his other obligations or the obligations of the Employer, the Contractor shall: (a) in the joint names of the Employer, the Contractor and his subcontractors of any tier, insure and keep insured the Permanent Works, Temporary Works and Contractor's Equipment manufactured for use in the execution of the Works for their full replacement value during manufacture against all perils usually and reasonably insurable provided that the Employer may accept a policy of insurance notwithstanding it is not in the joint names of the Employer and the Contractor, if the Employer's interest is notified to and accepted in writing by the insurer; (b) in the joint names of the Employer, the Contractor and his subcontractors of any tier, within 30 days from the Date for - 47/105 - Commencement of the Works, which obligation shall not be subcontracted by the Contactor pursuant to Clause 5, insure and keep insured, the Permanent Works, the Temporary Works and Contractor's Equipment during transit by land, sea or air from commencement of loading at the place of manufacture in the country of origin to the delivery to and unloading at the Site or any off-Site place of storage, fabrication or assembly within the Hong Kong Special Administrative Region and including whilst at any intermediate place of storage, fabrication or assembly outside the Hong Kong Special Administrative Region during the period of such transit, for a sum not less than their full replacement value plus 10 (ten) per cent of such value and the costs of transit against all perils which are usually and reasonably insurable, provided that the Employer may accept such a policy of insurance placed by the Contractor (but not by any subcontractor) notwithstanding that the Employer is not named as a joint assured, if the Employer's interest is notified to and accepted in writing by the Contractor's insurer; (c) in the joint names of the Employer, the Contractor and his subcontractors of any tier, insure and keep insured the Contractor's Equipment (to the extent not insured by the Employer under Section 1 of the policy referred to in Clause 32.1 (Contractor's All Risks Insurance)) for its full replacement value, while on or off the Site or in transit, against all perils usually and reasonably insurable provided that the Employer may accept a policy of insurance notwithstanding it is not in the joint names of the Employer and the Contractor, if the Employer's interest is notified to and accepted in writing by the insurer; (d) insure and keep insured all marine vessels used in connection with the Works for protection and indemnity liabilities including personal injury, loss of life, removal of wreck, collision, oil pollution and damage to fixed and floating objects for not less than the levels set out in Schedule 11, Part A and, without prejudice to Clause 24.1, comply with the provisions of the Hong Kong Merchant Shipping (Compulsory Third Party Risks Insurance) Regulations and the Merchant Shipping (Pleasure Vessels) Regulations, provided that if any cover at the level set out in Schedule 11 Part A ceases to be available in the international insurance market (including P & I Clubs), the Contractor shall notify the Engineer accordingly and shall insure the relevant marine vessels at the maximum level of insurance cover which is obtainable in the international insurance market at rates which are, in the Engineer's opinion, reasonable; (e) take out and maintain at all material times and where appropriate, policies of insurance, with adequate and reasonable levels of cover, in - 48/105 - respect of the use of any aircraft by him or by his subcontractors of any tier in connection with the Works; (f) take out and maintain in respect of his design obligations under Clause 12, professional indemnity insurance for a limit of cover of not less than the levels stated in Appendix 1 to the Form of Tender for each occurrence or series of occurrences arising out of one event for a period commencing on the date of the Letter of Acceptance and expiring not before 6 (six) years from the date of the issue of the Substantial Completion Certificate for the Works provided that if the Contractor considers that such cover is not available at reasonable rates, the Contractor shall forthwith inform the Engineer and the level of cover or terms for the purposes of this Clause 33.1(f) shall be the maximum level or best terms which are obtainable in the international insurance market at rates which are, in the Engineer's opinion, reasonable; and (g) take out and maintain on his own behalf and on behalf of his subcontractors of any tier, insurance in respect of claims for the death of or bodily injury to any person under a contract of service or apprenticeship with the Contractor or any of his subcontractors of any tier and arising out of and in the course of the person's employment in respect of the Works in the terms and with the insurers referred to in Schedule 11 Part B. 33.2 Insurance in accordance with Clause 33.1 (a) to (f) shall be effected with insurers and on terms approved by the Employer and shall cover all risks usually covered by such insurance and shall, to the extent of the cover, indemnify the Employer in respect of loss, expense and liability in connection with the Works. 33.3 Section 1 of the policy referred to in Clause 32.1 (Contractor's All Risks Insurance) insures certain items of Contractor's Equipment on the terms contained in such policy. The Employer may, notwithstanding Clause 33.1(c), at his discretion, elect to insure further items of Contractor's Equipment on the terms contained in Section 1 of the policy referred to in Clause 32.1 (Contractor's All Risks Insurance) at the cost of the Employer, by identifying and notifying the Contractor of the relevant items of Contractor's Equipment. If the Employer exercises this option, the Contractor's obligation pursuant to Clause 33.1 (c) to insure the items of Contractor's Equipment identified and notified by the Employer shall cease with effect from 7 (seven) days after the date of such notification. 33.4 The Contractor shall procure that all insurance referred to in or required by Clause 33.1(d) and (e) and all insurance in respect of vehicles and craft used in - 49/105 - connection with the Works as required by any Enactment shall be endorsed to note the interest of the Employer. 33.5 The Contractor sha1l, in respect of the insurance referred to in Clause 33.1(b), procure loading and unloading surveys in relation to each shipment made of any part of the Permanent Works or Temporary Works, and shall procure stowage and towage surveys in the event of the lighterage of the same. 34. GENERAL INSURANCE OBLIGATIONS 34.1 If the Employer fails to comply with the terms of the policies of insurance effected by him pursuant to Clause 32.1 and 33.3 or if the Contractor fails to comply with the terms of any of the insurance policies effected in connection with the Works, the party that is in default shall indemnify the other party against all loss, expense and liability arising from the failure. 34.2 If the Employer or the Contractor fails to effect and keep in force any of the insurance policies referred to in Clauses 32 and 33 respectively, the party that is not in default may effect and keep in force that insurance and may recover from the party in default a sum equivalent to the premium or premiums paid. 34.3 The Contractor shall be deemed to have satisfied himself and to have caused his subcontractors of any tier to have satisfied themselves with regard to the extent of the cover provided by the policy referred to in Clause 32.1 and the terms referred to in Clause 33.1(g). 34.4 The Contractor shall promptly supply to insurers all documentation and information which they may reasonably require to effect and maintain the policies effected in connection with the Works. In the case of policies effected by the Employer pursuant to Clauses 32.1 and 33.3, the Contractor shall supply all documentation and information requested by the Engineer for onward transmission to insurers by the Employer. 34.5 The Employer shall, whenever reasonably required, produce to the Contractor confirmation from his insurers, or their duly authorised agents, that the policies effected by him pursuant to Clauses 32.1 and 33.3 remain current together with evidence of payment of the last premium due. 34.6 The Contractor shall, whenever instructed to do so by the Employer, produce any relevant policy of insurance effected by him in connection with the Works, together with a certificate from the insurers, or their duly authorised agents, certifying that the insurance has been effected and the last premium due has been paid. - 50/105 - 34.7 The Contractor shall not do anything or cause or permit any of his subcontractors of any tier to do anything, whether on or off-Site, which would or might render voidable any policy of insurance required by the Contract. LABOUR 35. LABOUR 35.1 Without prejudice to the generality of any other provision of the Contract, the Contractor shall be responsible for providing such skilled and unskilled labour as may be required for the execution of the Works. 35.2 As far as practicable, all skilled and unskilled labour shall be engaged in Hong Kong and subject to and in accordance with general local usage. 35.3 The Contractor shall, in respect of labour located in Hong Kong and engaged in the execution of the Works, pay rates of wages and observe hours and conditions for labour which are not less favourable than the level of wages, hours and conditions observed by other employers in Hong Kong engaged in the engineering/construction industry and which are in compliance with the Enactments. QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND TESTS 36. QUALITY SYSTEM 36.1 The Contractor shall: (a) establish, maintain and implement a quality system in accordance with the Specification; and (b) comply with the requirements of the quality system including, without limitation, the submission for review by the Engineer of fully detailed quality plans and other documents referred to in the quality system. 37. PERMANENT WORKS AND WORKMANSHIP 37.1 All goods, materials and all consumables forming part of the Permanent Works and the results of any workmanship shall: (a) be of the respective character, standard or kind required by the Contract; - 51/105 - (b) subject as aforesaid, be of a standard consistent with the requirements of the Contract; and (c) where specified or selected by the Contractor, be fit for the purpose expressed in or to be implied from the Contract; and unless expressly provided to the contrary in the Contract, all goods, materials and the constituent parts of the Permanent Works (save in respect of any fill or naturally occurring material to be used in the Permanent Works) and all consumables shall be new. Subject to the foregoing requirements concerning the specification of goods, materials and consumables, nothing within this clause or contained elsewhere in the Contract shall deem any design obligation to be subject to a fitness for purpose obligation. 38. ACCESS AND INSPECTION 38.1 The Contractor shall provide, and where relevant shall procure, access to and reasonable facilities at all places (on or off the Site) where the Works, or any part thereof, are being executed to enable the Engineer and others authorised by him to watch and inspect the Works and to exercise and perform the powers and duties of the Engineer. 39. COVERING AND UNCOVERING PARTS OF THE WORKS 39.1 The Contractor shall give notice to the Engineer, in sufficient time, which shall in no case be less than 24 hours, to enable the Engineer to carry out an inspection without delaying the progress of the Works, before covering up any part of the Works or putting it out of view. 39.2 The Contractor shall uncover or make openings in any part of the Works as may be instructed at any time during the progress of the Works and shall reinstate the part in accordance with the Contract. 39.3 If, as a result of any instruction pursuant to Clause 39.2, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate, then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate, and provided further that this Clause 39.3 shall not apply if part of the Works to which the instruction related was found not to comply with the Contract or if the instruction resulted from breach of Clause 39.1. - 52/105 - 40. REMOVAL OF UNSATISFACTORY PARTS OF THE WORKS 40.1 The Engineer may at any time give instructions to the Contractor to: (a) remove from the Site, within such time or times specified in the instruction, any part of the Works which, in the opinion of the Engineer, does not comply with the Contract; (b) replace such part of the Works with a part which does so comply and to re-execute any part of the Works; and (c) remove and replace (notwithstanding any previous test) any work in respect of: (i) materials or workmanship; or (ii) design by the Contractor, which does not, in the opinion of the Engineer, comply with the Contract. 41. TESTING 41.1 (a) The Works shall be subjected from time to time during the execution of the Works to such tests (including the provision of samples and procuring and permitting third party inspections) as are: (i) specified in the Contract; or (ii) instructed or reviewed without objection at such places on or off the Site as are specified or instructed or reviewed without objection. (b) The Contractor shall propose to the Engineer any test which is not specified in the Contract but which a competent contractor experienced in operations of a similar nature and scope to the Works would regard as appropriate or desirable to demonstrate that the Works comply with the Contract including, without limitation, after any instruction varying the Works has been issued by the Engineer pursuant to Clause 54.1. Any proposal shall be made at a reasonable time in advance of the proposed test, shall specify by whom the test is to be carried out which should, wherever reasonably possible, be the Contractor and if the proposal receives consent the proposed test shall be carried out in accordance with the provisions of this Clause 41. - 53/105 - 41.2 The Contractor shall carry out such tests, and provide such assistance, facilities, labour, equipment and other things for all tests, as are required of the Contractor in accordance with the Contract. 41.3 The Contractor shall comply with the testing procedures set out in the Specification and shall submit to the Engineer for review all documents required by those procedures or otherwise necessary in advance of testing. 41.4 The Contractor shall submit to the Engineer for his information test data as follows: (a) at the beginning of each week, or at such other interval as the Engineer may instruct, a written report summarising the outcome of all tests undertaken during the preceding week or interval, identifying the results, certificates and other data relating to the tests which have been archived in accordance with Clause 59 and identifying, in the case of failed tests, the remedial measures being taken and the provisions for re-testing; and (b) without delay following the request, any other information relating to tests requested by the Engineer. 41.5 If, in the Engineer's opinion, any of the tests is being unduly delayed or is or has been improperly performed, he may by instruction fix a date by which the Contractor shall make or facilitate the tests or properly perform them. If the Contractor fails to make or facilitate the tests or properly perform them by the date instructed, the Engineer may make the tests or cause them to be made by others at the risk of the Contractor. The Contractor shall be liable to the Employer for all loss and expense incurred in relation thereto. 41.6 If, in the Engineer's opinion, the Works, or any part thereof, fails any test, the Contractor shall submit such proposals and carry out or facilitate such investigations and further or repeat tests as may be instructed and the Contractor shall be liable to the Employer for all loss and expense incurred in relation thereto including the costs of re-testing the works of Project Contractors. The Contractor shall also execute all necessary repairs, replacement and making good. 41.7 If, as a result of any test instructed pursuant to Clause 41.1(a)(ii), the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate, then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or Clause 56 and/or 57, provided that the - 54/105 - Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate and provided further that this Clause 41.7 shall not apply: (a) if the test indicates that any part of the Works was not in accordance with the Contract; or (b) to any repeat test carried out in accordance with the Contract. COMMENCEMENT, COMPLETION AND DELAY 42. COMMENCEMENT 42.1 The Contractor shall commence the Works on the Date for Commencement of the Works. The Contractor shall from the Date for Commencement of the Works proceed with the execution of the Works with due diligence and expedition. The Contractor shall not commence the execution of the Works before the Date for Commencement of the Works. 43. RIGHTS OF ACCESS TO THE SITE 43.1 The Employer shall give to the Contractor, from time to time, access to as much of the Site as may be required to enable the Contractor to execute the Works in accordance with the Works Programme provided that the Employer shall not be required to give access contrary to any limitation identified in the Contract. 43.2 Unless the Contract expressly provides otherwise, the Contractor shall not be entitled to uninterrupted access to or an exclusive right to occupation of the Site or any part thereof. 43.3 The Contractor shall give notice to the Engineer of the access which the Contractor requires to execute the Works. The Contractor shall give such notice in sufficient time for the Employer to arrange for access to be given without delaying the progress of the Works. The Employer shall not in any event be obliged to give access in advance of dates for access identified in the Works Programme. 43.4 If, as a result of any failure or inability to provide or delay in providing access pursuant to Clause 43.1 following a notice in accordance with Clause 43.3, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has - 55/105 - complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 44. TIME FOR COMPLETION 44.1 The Contractor shall substantially complete the Works and any Section and achieve any Stage by the respective Key Dates therefor. 45. EXTENSION OF TIME 45.1 The Contractor shall give notice to the Engineer as soon as the Contractor can reasonably foresee any event occurring which is liable to cause any delay to substantial completion of the Works or any Section or to the achievement of any Stage. The notice shall in any event be given within 28 (twenty-eight) days after commencement of the event, and shall state the likelihood and probable extent of the delay and specify whether the Contractor considers he is or may become entitled to an extension of time in respect of the effects of the event. If so, the Contractor shall cite the provision of Clause 45.3 which the Contractor considers to be applicable identifying, in the case of Clause 45.3(a), the relevant Clauses. 45.2 The Contractor shall use and continue to use all reasonable endeavours to avoid or reduce the effects of the event on substantial completion of the Works or any Section or the achievement of any Stage and shall as soon as practicable but in any event within 28 (twenty-eight) days of notification pursuant to Clause 45.1 submit by further notice to the Engineer: (a) full and detailed particulars of the cause, effect and actual extent of the delay to substantial completion of the Works or any Section or to the achievement of any Stage; or (b) where an event has a continuing effect or where the Contractor is unable to determine whether the effect of any event will actually cause delay to substantial completion of the Works or any Section or the achievement of any Stage, such that it is not practicable for the Contractor to submit full and detailed particulars pursuant to Clause 45.2(a), a statement to that effect with reasons together with interim written particulars (including details of the likely consequences of the event on progress of the Works and an estimate of the likelihood or likely extent of the delay); the Contractor shall thereafter submit to the Engineer at intervals of not more than 28 (twenty-eight) days, further interim written particulars until the actual delay caused (if any) is ascertainable, whereupon the Contractor shall as soon as practicable but in any event within 28 (twenty-eight) days submit to the Engineer - 56/105 - full and detailed particulars of the cause, effect and actual extent of the delay; and, in any event: (c) details of the documents that will be maintained to support the claim in accordance with Clause 59; and (d) details of the measures which the Contractor has adopted and/or proposes to adopt to avoid or reduce the effects of the event upon substantial completion of the Works or any Section or achievement of any Stage. 45.3 If the event notified by the Contractor pursuant to Clause 45.1 is the subject of a claim for extension of time by reason of: (a) (i) the issue of an instruction, or the failure or inability to issue or delay in issue of an instruction, pursuant to Clause 2.9; (ii) the reversal or variation of an instruction or decision by the Engineer, or the Engineer's Representative, pursuant to Clause 3.5; (iii) ambiguities or discrepancies in or between the documents comprising the Contract, pursuant to Clause 7.3; (iv) the failure or inability to issue or delay in issue of further or amended Drawings or Specification by the Engineer which was the subject of a notice in accordance with Clause 9.3, pursuant to Clause 9.4; (v) the presence of unforeseeable physical conditions or artificial obstructions and measures taken to overcome them and/or instructions issued by the Engineer in respect thereof, pursuant to Clause 15.6; (vi) errors in setting out due to incorrect data, pursuant to Clause 19.2; (vii) an instruction for the rectification of loss or damage due to Excepted Risks, pursuant to Clause 21.6; (viii) delay in obtaining any occupation permit under the Buildings Ordinance or any other Enactment, which is caused by any person other than the Contractor and which is the sole reason preventing the substantial completion of the Works, pursuant to Clause 24.3; - 57/105 - (ix) the activities of Relevant Authorities or Project Contractors, pursuant to Clause 28.9; (x) the issue of an instruction, or the failure or inability to issue or delay in issue of an instruction in respect of antiquities, pursuant to Clause 31.4; (xi) the uncovering of acceptable work, pursuant to Clause 39.3; (xii) ad hoc successful tests, pursuant to Clause 41.7; (xiii) access constraints, pursuant to Clause 43.4; (xiv) an instruction issued by the Engineer for the handing over of the Works or any part thereof, pursuant to Clause 50.4; (xv) suspension of the Works, pursuant to Clause 51.2; (xvi) the issue of a variation instruction, pursuant to Clause 54.8; (xvii) the instruction of work included as a Provisional Sum, pursuant to Clause 65.4; (xviii) making good the destruction or damage to the Permanent Works and/or the Temporary Works by reason of special risks, pursuant to Clause 77.4(b); or (b) any other cause of disturbance to the progress of the Works for which the Employer or the Engineer is responsible whether pursuant to or in breach of any provision of the Contract or otherwise including, but not limited to, any act of prevention or delay by the Employer or the Engineer, then the Engineer shall assess and decide whether the Contractor may fairly be entitled to an extension of any of the Key Dates. 45.4 Notwithstanding the powers of the Engineer pursuant to this Clause 45 to assess and decide whether the Contractor is fairly entitled to an extension of time, the Contractor shall not in any circumstance be entitled to an extension of time if and to the extent that, in the Engineer's opinion, the relevant delay is caused directly or indirectly by breach of the Contract or other default of the Contractor, by the Contractor's failure to make the proper time allowance which he is deemed to have made pursuant to Clause 15.2, or by an event which is not expressly described in Clause 45.3. Without prejudice to the - 58/105 - generality of the foregoing, the Contractor shall not be entitled to an extension of time if the cause of the delay is: (a) non-availability or shortage of Contractor's Equipment, Temporary Works, labour (whether or not imported), utility services or any part of the Permanent Works; (b) an increase in the quantity of any item of work except to the extent that the increase is the consequence of a variation instructed pursuant to Clauses 2 or 54; (c) any instruction in relation to matters which are the responsibility of the Contractor under the Contract in the absence of the instruction; (d) inclement weather conditions adversely affecting the progress of the Works (including without limitation the hoisting of any storm warning or strong wind signal); (e) delay in issuing or failure to issue to the Contractor any approval or consent in respect of the Works by any Relevant Authority; (f) delay in obtaining any occupation permit under the Buildings Ordinance or any other Enactment referred to in Clause 24.2 (a) (ii), which is caused by the Contractor; or (g) defective design prepared by or on behalf of the Contractor, whether contained in the Contractor's Drawings or otherwise. 45.5 If, pursuant to Clause 45.3, the Engineer considers that the Contractor may fairly be entitled to an extension of any of the Key Dates, the Engineer shall within 28 (twenty-eight) days, or such further time as may be reasonable in the circumstances of: (a) receipt of full and detailed particulars of the cause and actual effect of any delaying factor; or (b) where an event has a continuing effect or where the Engineer anticipates a significant delay before the actual effect of an event becomes ascertainable and the Engineer considers an interim extension of time should be granted, receipt of such particulars as in the Engineer's opinion are sufficient for him to decide the interim extension of time, - 59/105 - assess, decide, grant and notify the Contractor of the extension. The Engineer in assessing and deciding any extension shall take into account all the circumstances known to him at that time, including the effect of any omission of work or substantial decrease in the quantity of work. 45.6 The Engineer may at any time following notification of an event pursuant to Clause 45.1 assess, decide and notify the Contractor whether or not the event constitutes a potential ground upon which an extension of time may be granted pursuant to this Clause 45. 45.7 If the Engineer decides that the Contractor is not entitled to an extension of time, the Engineer shall, as soon as reasonably practicable, notify the Contractor accordingly. 45.8 (a) Without prejudice to the Engineer's powers pursuant to Clause 45.5(b), the Contractor shall not be entitled to an extension of time by reason of any delay unless the delay actually affects substantial completion of the Works or any Section or the achievement of any Stage by the relevant Key Date; (b) whether or not the Contractor fails to achieve any Milestone by reason of any delay shall not of itself be material to the issue of the Contractor's entitlement to an extension of time; and (c) any extension to one Key Date shall not of itself entitle the Contractor to an extension to any other Key Date. 45.9 The Engineer shall within 56 (fifty-six) days of the issue of the Substantial Completion Certificate for the Works review and finally decide and certify the overall extensions of time (if any) to which he considers the Contractor is entitled in respect of the Works, any Section or any Stage. The final review shall not result in a decrease in any extension of time already granted by the Engineer pursuant to Clause 45.5 or in any period of suspension of liquidated damages for delay assessed and decided pursuant to Clause 48.8(c). 45.10 Any extension of time granted by the Engineer to the Contractor shall, except as provided elsewhere in the Contract, be deemed to be in full compensation and satisfaction for any loss or injury sustained or sustainable by the Contractor in respect of any matter or thing in connection with which the extension shall have been granted and every extension shall exonerate the Contractor from any claim or demand on the part of the Employer for the delay during the period of the extension but not for any delay prior to or continued beyond such period. - 60/105 - 45.11 It shall be a condition precedent to the Contractor being granted extensions of time under this Clause 45 that he complies strictly with the terms of Clauses 45.1 and 45.2. 46. RATE OF PROGRESS 46.1 If, in the opinion of the Engineer, the progress of the Works is too slow to ensure the achievement of any Stage or the substantial completion of the Works or any Section by the relevant Key Date and the Contractor is not entitled to an extension of time pursuant to Clause 45, the Engineer may notify the Contractor and the Contractor shall forthwith suggest and, subject to consent, take such steps as are necessary to expedite progress. 46.2 If the Engineer considers that the Contractor's suggestions submitted in accordance with Clause 46.1 will not ensure the achievement of any Stage or the substantial completion of the Works or any Section by the relevant Key Date then the Contractor shall take such other steps as the Engineer may instruct. If any step taken by the Contractor involves the Employer in additional costs, the costs shall be assessed and decided by the Engineer and shall be recoverable by the Employer from the Contractor. 47. RECOVERY OF DELAY AND ACCELERATION OF THE WORKS 47.1 In this Clause 47, the term "Recover Delay" shall mean extinguishing or reducing a delay to the Works, or any part thereof, for which the Contractor would otherwise be entitled to receive an extension of time pursuant to Clause 45 and "Accelerate the Works" shall mean achieving any Stage or substantially completing the Works or any Section, or any parts thereof, earlier than the Key Date specified for such Stage, the Works or the Section. 47.2 If, in the opinion of the Engineer, it might be possible for the Contractor, by taking certain measures, to Recover Delay or Accelerate the Works, the Engineer may notify the Contractor of the nature of such measures and request the Contractor to submit proposals in respect thereof. 47.3 Within 14 (fourteen) days of receipt by the Contractor of a notice and request pursuant to Clause 47.2, the Contractor shall supply to the Engineer his proposals for adopting measures to Recover Delay or Accelerate the Works which shall include, but not necessarily be limited to: (a) a description of the measures which the Contractor proposes to adopt; (b) an estimate of any saving of time which could be made by the adoption of the measures; - 61/105 - (c) the proposed price for the measures; and (d) any other terms proposed by the Contractor. 47.4 Within 14 (fourteen) days of receipt of any proposals supplied by the Contractor pursuant to Clause 47.3, the Engineer may instruct the Contractor. (a) to provide such further information in connection with the proposals as the Engineer may request; and (b) if in his opinion, it is necessary, to submit revised proposals. 47.5 The Engineer may, but shall not be obliged so to do, instruct the Contractor to take any measures agreed between the Engineer and the Contractor to Recover Delay or Accelerate the Works. 47.6 The Engineer may, whether or not the procedure set out in Clauses 47.2 to 47.4 has been followed, instruct the Contractor to take such measures which, in the opinion of the Engineer, it is feasible for the Contractor to take to Recover Delay or Accelerate the Works and the Contractor shall carry out the measures so instructed with due diligence. 47.7 Subject to the terms of any agreement between the Engineer and the Contractor pursuant to this Clause 47, if by adopting measures instructed to Recover Delay or Accelerate the Works, the Contractor does not extinguish delays, despite exercising due diligence, for which he would have been entitled to an extension of time in the absence of the measures, the Contractor shall nevertheless be granted an extension of time of the duration of the unextinguished delay. 47.8 The price to be paid for the measures instructed by the Engineer to Recover Delay or Accelerate the Works, if the price is not agreed between the Engineer and the Contractor, shall be assessed and decided by the Engineer. 48. LIQUIDATED DAMAGES FOR DELAY 48.1 The obligations to achieve any Stage and to substantially complete the Works and any Section by the relevant Key Dates are separate obligations of the Contractor. 48.2 Appendix 1 to the Form of Tender attributes to each Key Date a sum which represents or is less than the Employer's genuine pre-estimate (at a daily rate) of the damages likely to be suffered by the Employer if the Works are not, or any Section is not, substantially complete, or any Stage is not achieved by the - 62/105 - relevant Key Date. The sum shall constitute liquidated damages and not a penalty. 48.3 The Contractor acknowledges that the liquidated damages have been estimated by the Employer on the basis of damages likely to be suffered as a result of failure to meet any relevant Key Date irrespective of and independently from any damages which are likely to be suffered as a result of failure to meet any other Key Date. Liquidated damages attributed to separate Key Dates may, therefore, run concurrently. 48.4 If the Contractor does not achieve any Stage or substantially complete the Works or any Section by the relevant Key Date the Contractor shall pay or allow to the Employer liquidated damages calculated using the rates referred to in Clause 48.2 (as reduced by any certificate issued pursuant to Clause 48.5) until the date when the Works are or the Section is substantially completed or the Stage is achieved. 48.5 In the event that: (a) a Substantial Completion Certificate is issued in respect of any part of the Works (such part not being a Section) before the substantial completion of the Works; or (b) a Substantial Completion Certificate is issued in respect of any part of a Section before the substantial completion of the whole of the Section; or (c) a Stage Certificate is issued in respect of any part of a Stage before the achievement of the whole of the Stage, the rate of liquidated damages specified in Appendix 1 to the Form of Tender in respect of the Works, the Section or Stage, as the case may be (or any rate previously calculated in accordance with this Clause 48.5) shall be reduced by the proportion which the value of the part completed or achieved bears to the value of the Works, the Section or the Stage (or the remainder thereof) as appropriate, as the same is assessed by the Engineer. The Engineer shall issue a certificate to the Contractor identifying the reduced rate of liquidated damages which shall be payable by the Contractor in the event that the remainder of the Works or the Section is not substantially completed or the remainder of the Stage is not achieved, by the relevant Key Date. 48.6 The total amount of liquidated damages for delay in respect of the Works, any Section and any Stage shall be limited in aggregate to the sum identified as such limit in Appendix 1 to the Form of Tender. - 63/105 - 48.7 The Employer may: (a) deduct and retain the amount of any liquidated damages becoming due pursuant to this Clause 48 from any sum due or which becomes due to the Contractor; or (b) require the Contractor to pay such amount to the Employer forthwith, provided that if upon any subsequent review the Engineer: (c) grants a relevant extension or further extension of time or issues a suspension notice pursuant to Clause 48.8(c), the Employer shall no longer be entitled to liquidated damages in respect of the period of such extension or suspension; or (d) issues a certificate pursuant to Clause 48.5 reducing the rate of the liquidated damages, the Employer shall no longer be entitled to liquidated damages at the previous rate for any period after the date on which the reduced rate became applicable, any sum in respect of any of the said periods in excess of the Employer's entitlement which may already have been recovered pursuant to this Clause 48 shall be reimbursed forthwith to the Contractor together with interest at the Contract Rate of Interest from the date on which the sum was recovered from the Contractor. 48.8 Without prejudice to Clause 45, if an event as described in Clause 45.3 should occur after liquidated damages have become payable in respect of the Works, any Section or any Stage: (a) the Contractor shall as soon as reasonably practicable so notify the Engineer and shall provide such particulars and details of the type described in Clause 45.2 as may be requested; (b) the Contractor shall use and continue to use his reasonable endeavours to avoid or reduce delay to the Works, any Section or any Stage; (c) if, in the Engineer's opinion, the event has resulted in further delay to the Works, any Section or any Stage, the Engineer shall so notify the Contractor and the Employer's entitlement to liquidated damages in respect of the Works, the Section or the Stage shall be suspended for the period from commencement of the further delay (the date of which shall be assessed by the Engineer and stated in the said notice) until the further delay has either come to an end or, as the case may be, - 64/105 - should have come to an end had the Contractor used his reasonable endeavours (the date of which shall be assessed by the Engineer and stated in a notice to be issued to the Contractor as soon as reasonably practicable thereafter); (d) any such suspension shall not invalidate any entitlement to liquidated damages before the period of further delay started to run or after it ceases; and (e) the Engineer may take the steps described in Clause 48.8(c) notwithstanding the absence of any or any timely notification from the Contractor pursuant to Clause 48.8(a). 48.9 The payment of any liquidated damages pursuant to this Clause 48 shall not relieve the Contractor of any obligation or liability (including, without limitation, to complete the Works) save in relation to the payment of damages for delay in substantially completing the Works or any Section or achieving any Stage. SUBSTANTIAL COMPLETION, STAGE AND HANDING OVER CERTIFICATES 49. SUBSTANTIAL COMPLETION AND STAGE CERTIFICATES 49.1 When the Contractor considers that the Works have been substantially completed, including, without limitation: (a) the passing of the tests prescribed by the Contract (if any); and (b) the provision to the Engineer of the documents required by the Contract to be provided prior to substantial completion, he may give notice to that effect to the Engineer together with: (i) a list of the items of work that, in the Contractor's opinion, are outstanding; and (ii) an undertaking to finish those items referred to in sub-paragraph (i) above and all other outstanding works, during the relevant Defects Liability Period, in a form acceptable to the Engineer. 49.2 The Engineer shall within 21 (twenty one) days of the date of delivery of the notice, list and undertaking in accordance with Clause 49.1, either: - 65/105 - (a) issue to the Contractor the Substantial Completion Certificate stating the date on which in his opinion the Works were substantially completed in accordance with the Contract; or (b) issue instructions to the Contractor specifying the items of work which in the Engineer's opinion need to be executed before the Substantial Completion Certificate may be issued, in which event the Contractor shall be entitled to receive the Substantial Completion Certificate within 21 (twenty-one) days of completion to the satisfaction of the Engineer of the items of work specified by the instructions, provided that if at any time after the instructions but before the issue of the Substantial Completion Certificate, the Engineer discovers other items of work which in his opinion need to be executed before the issue of the Substantial Completion Certificate, he may issue further instructions pursuant to this Clause 49.2(b). 49.3 Following the same procedure as that described in Clause 49.1 for the Works, the Contractor may request, and the Engineer may issue, a Substantial Completion Certificate for any Section, provided that the references to tests and to documents in Clause 49.1 shall be deemed to be references to any test prescribed by the Contract to be completed and any document required by the Contract to be supplied, prior to substantial completion of the Section. 49.4 Following the same procedure as that described in Clause 49.1 for the Works, the Contractor may request, and the Engineer may issue, a Stage Certificate, when any Stage has been achieved, provided that for any Stage, the references to tests and to documents in Clause 49.1 shall be deemed to be references to any test prescribed by the Contract to be completed and any document required by the Contract to be supplied prior to achievement of the Stage, and the undertaking to finish outstanding items of work shall be to do so as soon as is practicable, but within no more than 42 (forty-two) days from the date of issue of the Stage Certificate. 49.5 If, in the Engineer's opinion, the Works have been or any Section or any other part of the Works has been substantially completed he may issue a Substantial Completion Certificate in respect of the Works, the Section or the other part of the Works and upon the issue of the certificate, the Contractor shall be deemed to have undertaken to complete all outstanding items of work during the relevant Defects Liability Period by dates to be instructed. 49.6 If, in the Engineer's opinion, any Stage or any part of any Stage has been achieved or achieved subject to certain outstanding items (including, without limitation, tests) he may issue a Stage Certificate in respect of the Stage or the part of the Stage and upon the issue of the certificate, the Contractor shall be - 66/105 - deemed to have undertaken to complete all outstanding items of work by dates to be instructed. 49.7 Achievement of any Stage shall not of itself constitute completion or substantial completion of any Section or any other part of the Works for the purposes of Clauses 49.3 and 49.5. 50. HANDING OVER CERTIFICATES 50.1 In the event that the Employer wishes to use the Works, or any part thereof or any Section, prior to the issue of the Substantial Completion Certificate for the Works or the issue of a Substantial Completion Certificate for any part or any Section, the Engineer may instruct the Contractor to allow the Employer to make use of the Works or the part or Section referred to in the instruction and to take such steps as may be necessary to allow such use and the Contractor shall take such steps and allow the Employer to have the use of the Works or such part or Section provided always that the execution of works by Relevant Authorities or Project Contractors, or the provision of access thereto over the Site or the Works, or any part thereof, shall not amount to use of the Works or any part thereof by the Employer for the purposes of this provision. 50.2 At the time that the Employer's use commences pursuant to Clause 50.1, the Engineer shall issue a Handing Over Certificate to the Contractor and the Employer which shall contain details of the part of the Works to be used by the Employer and the works which, in the opinion of the Engineer, are required to be executed by the Contractor before the Engineer will be able to issue the Substantial Completion Certificate in respect of the Works, or the Section, or if appropriate, the part of the Works. The Employer and the Contractor shall notify the Engineer within 7 (seven) days of receipt of any Handing Over Certificate if they disagree with any details contained therein. 50.3 Without prejudice to any other provision of the Contract including, without limitation, the Contractor's obligations pursuant to Clauses 21.2, 44.1 and 52, the Employer shall assume responsibility for the care of the Works or any part or Section in respect of which a Handing Over Certificate is issued by the Engineer in accordance with Clause 50.2, 28 (twenty eight) days after the date of issue of any such certificate. 50.4 If, in compliance with any instruction issued pursuant to Clause 50.1, the Contractor is prevented from achieving any Stage, or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has - 67/105 - complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. SUSPENSION 51. SUSPENSION 51.1 The Contractor shall, on the Engineer's instruction, suspend the execution of the Works, any Section or any other part of the Works for such time or times and in such manner as the Engineer may consider necessary. During the suspension, the Contractor shall properly protect and secure the Works or the Section or other part of the Works which is subject to that instruction. 51.2 If, as a result of compliance with an instruction pursuant to Clause 51.1, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall, except to the extent that the suspension is: (a) instructed pursuant to Clause 51.3; (b) necessary by reason of weather conditions affecting the safety or quality of the Works; or (c) necessary for the proper execution or for the safety of the Works, give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 51.3 The Engineer may issue instructions to suspend the Works, any Section or any other part of the Works if, in the Engineer's opinion, the Contractor is in breach of any of his obligations. 51.4 If, when an instruction has been given pursuant to Clause 51.1, there has not been an instruction to resume work within a period of 3 (three) months from the date of the instruction to suspend work, then the Contractor may, unless the suspension is otherwise provided for in the Contract or continues to be necessary by reason of some breach of the Contract or other default on the part of the Contractor, serve a notice on the Engineer requesting him, within 28 (twenty-eight) days from the receipt of the notice, to issue an instruction to resume work. If within the said 28 (twenty-eight) days the Engineer does not issue the instruction or give notice that, in his opinion, the suspension continues to be necessary by reason of some breach or default as aforesaid, - 68/105 - the Contractor, by a further notice, may elect to treat the suspension, where it affects part only of the Works, as an omission of the part pursuant to Clause 54 or, where it affects the Works, as a termination of the Contract by the Employer which shall be deemed to have occurred pursuant to the proviso to Clause 77.1 and in such event, Clauses 77.2 to 77.4 shall apply. OUTSTANDING WORK AND DEFECTS 52. OUTSTANDING WORK 52.1 The Contractor shall execute any outstanding work relating to the Works, any Section or any other part of the Works, as the case may be, and shall deliver up to the Employer the Works, any Section or any other part of the Works to which the work outstanding relates, in the condition required by the Contract (fair wear and tear excepted) as soon as practicable after the issuance of the relevant Substantial Completion Certificate in respect thereof and in any event prior to the expiry of the relevant Defects Liability Period. 52.2 If the outstanding work is of such a character as may affect the validity of the results of any of the tests required by the Contract, the Engineer may within 1 (one) month of the completion of outstanding work instruct the Contractor to repeat such tests in which case the tests shall be carried out as provided in Clause 41. 52.3 Where the execution of any outstanding work by the Contractor could interfere with work by Project Contractors, with the use of the Project or the Works or any part thereof, or any Section by the Employer, the Contractor shall execute the outstanding work in the manner and at or by the times instructed by the Engineer so as to avoid or, if it cannot be avoided, minimise interference. 53. WORK OF REPAIR AND ADDITIONAL WORK DURING THE DEFECTS LIABILITY PERIOD AND INVESTIGATING DEFECTS 53.1 The Contractor shall as soon as practicable after the expiry of the relevant Defects Liability Period, deliver up the Works, any Section or any part of the Works to the Employer in the condition required by the Contract (fair wear and tear excepted). The Contractor shall, in accordance with any instruction issued during any Defects Liability Period or within 14 (fourteen) days after its expiration: (a) execute maintenance work including any work of redesign, replacement, repair, rectification and making good any defect, imperfection settlement or other fault (whether intermittent or otherwise) identified during the Defects Liability Period. The work - 69/105 - shall be executed within such period as instructed, or in the absence of such instruction, as soon as is practicable; and (b) execute any other work in connection with the Permanent Works, not referred to in the Drawings and/or the Specification, including the supply of goods and materials which, in the Engineer's opinion, it is reasonable for the Contractor to so supply. 53.2 At any time prior to the issuance of the Defects Liability Certificate, the Contractor shall, if instructed by the Engineer, investigate the cause of any defect, imperfection or fault under the directions of the Engineer. 53.3 If, in the Engineer's opinion, the defect, imperfection or fault investigated pursuant to Clause 53.2 or the work executed pursuant to Clause 53.1(a) is not the result of any breach of the Contract or other default on the part of the Contractor then, if the Contractor claims additional payment therefor, the Engineer shall give a decision pursuant to Clause 57. 53.4 In relation to any work executed pursuant to Clause 53.1(b), the Engineer shall give a decision pursuant to Clause 57, which, notwithstanding the definition of Cost contained in Clause 1.1, shall include a reasonable allowance for profit by the Contractor. 53.5 Where any work is carried out pursuant to Clause 53.1(a) and is not work to which Clause 53.3 applies, then the terms of this Clause 53 shall apply to the work for the extended Defects Liability Period and similarly to outstanding work executed pursuant to Clause 52.1. 53.6 If the work carried out by the Contractor in accordance with Clause 53.1(a) is such that it may affect the validity of any of the tests required by the Contract, the Engineer may instruct, within 28 (twenty-eight) days after completion of the work, that the tests be repeated to the extent necessary. The tests shall be carried out in accordance with Clause 41 and the maintenance work shall not be considered as completed until satisfactory completion of the repeat tests. 53.7 Within 14 (fourteen) days of completion of the maintenance work in accordance with Clause 53.1 (a), the Contractor shall, where applicable, submit to the Engineer for review appropriate revisions to the documents referred to in Clause 49.1. - 70/105 - VARIATIONS AND OPTIONS 54. VARIATIONS 54.1 The Engineer may instruct any variation to the Works that is in his opinion desirable in connection with the Works or the Project. The variation may include, but shall not be limited to: (a) additions, omissions, substitutions, alterations, changes in quality, form, character, kind, position, dimension, level or line; (b) changes to any sequence, method or timing of construction specified in the Contract other than changes in programming requirements necessary for the Contractor to comply with his obligations apart from this Clause 54.1(b); and (c) changes to access to the Site. 54.2 The Contractor may propose any variation to the Engineer which he considers may have financial, timing, quality or interface/co-ordination benefits for the Employer. The proposal shall, in detail, describe the proposed variation and identify the benefits to be obtained and all other financial, timing, quality or interface/co-ordination effects of the proposed variation upon the Works. If the Engineer accepts the proposal (which he shall be under no obligation to do) he shall instruct the variation pursuant to this Clause 54.2 within 14 (fourteen) days of receipt of the proposal. 54.3 The Engineer may give details to the Contractor of any proposed variation which he is considering and request the Contractor to submit an estimate providing details of the financial, timing, quality and interface/co-ordination effects of the proposed variation upon the Works. The Contractor shall submit the estimate, which shall be based on the rates and prices contained in the Pricing Document, within 14 (fourteen) days of receipt of the request and if the Engineer accepts the estimate (which he shall be under no obligation to do) he shall so notify the Contractor and instruct the variation pursuant to this Clause 54.3 within 14 (fourteen) days of receipt of the estimate. If the Engineer does not accept the estimate he may nevertheless instruct the variation at any time thereafter pursuant to Clause 54.1. 54.4 The Contractor shall, in respect of any variation ordered pursuant to Clause 54.1, amend any Contractor's Drawings affected by such variation and shall submit such amendments to the Engineer for review. 54.5 No variation shall be made by the Contractor without an instruction by the Engineer. - 71/105 - 54.6 No variation instructed pursuant to this Clause 54 shall in any way vitiate or invalidate the Contract, which shall continue to apply to the Works as varied, but the value (if any) of all variations shall be taken into account by the Engineer in assessing and deciding revisions to the Cost Centre Values in accordance with Clause 56 or in valuing the variation as dayworks pursuant to Clause 55. 54.7 The Employer may procure that work omitted as a variation to the Works by instruction pursuant to Clause 54.1, be executed by another contractor provided always that: (a) upon such omitted work being let to another contractor, the Engineer shall assess and decide a fair amount in respect of the profit reasonably anticipated by the Contractor in respect of such omitted work as at the time of issue of the relevant instruction and shall make such revision to the relevant Cost Centre Value, as may be appropriate, pursuant to Clause 56 and/or to the then current total of the Cost Centre Values and other amounts previously decided to be due; and (b) if the effect of the omission of such work would be to reduce an extension of time to which the Contractor would otherwise have been entitled had no such variation been instructed, the Engineer shall take the effect of the omission into account and, subject to the provisions of Clause 45, grant such extension of time (if any) so as to put the Contractor in no better and no worse position than if the said variation had not been instructed. 54.8 If, in compliance with an instruction pursuant to Clause 54.1, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or becomes entitled to an extension of time pursuant to Clause 54.7(b) or incurs Cost which the Contractor did not and had no reason to anticipate and is not recoverable pursuant to Clauses 55 or 56 then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 55. DAYWORK 55.1 The Engineer may instruct that any work to be executed as a result of an instruction given pursuant to Clauses 54.1 or 65.1(b) shall be executed on a daywork basis under the conditions and valued at the rates set out in the Pricing Document. Unless the work instructed is required to commence - 72/105 - immediately, the Contractor shall give the Engineer notice before starting the work. 55.2 The Contractor shall furnish to the Engineer such receipts or other vouchers as may be necessary to prove the amounts paid by the Contractor in executing the work and before ordering work shall submit to the Engineer quotations for the same for review. 55.3 In respect of all work executed on a daywork basis the Contractor shall, during the continuance of such work, deliver each day to the Engineer a list of the names and occupations of and time worked by all workmen employed on such work and a statement showing the descriptions and quantities of all work executed the previous day. One copy of each list and statement shall, if correct or when agreed, be signed by or on behalf of the Engineer and returned to the Contractor. 55.4 At the end of each month, the Contractor shall deliver to the Engineer a detailed priced statement of the work executed (separately identifying labour and things supplied) and the Contractor shall not be entitled to any payment unless the lists and statements required in accordance with this Clause 55 have been fully and punctually rendered. Provided always that if the Engineer shall consider that for any reason the sending of such list or statement by the Contractor in accordance with the foregoing provisions was impracticable, he shall nevertheless be entitled to authorise payment for such work either under the conditions set out in the Pricing Document (on being satisfied as to the details of the work executed) or at such value therefor as he shall consider fair and reasonable. 55A. OPTIONS 55A.1 The Engineer may, at any time within the relevant period from the Date for Commencement of the Works referred to in the Specification, exercise any Option by instructing the Contractor to execute the work comprised therein, as such work is described in the Specification. 55A.2 If the Engineer exercises any Option in accordance with Clause 55A.1, the Contractor shall carry out the work comprised therein subject to and in accordance with the Contract as if it had at all times formed part of the Works and any provision of the Contract which is stated as being conditional upon the exercise of the Option shall apply. 55A.3 The Contractor shall not be entitled to receive any extension of time for completion of the Works or any Section thereof or for the achievement of any Stage pursuant to Clause 45 by reason of the exercise of any Option by the Engineer, or the exercise of all Options, in accordance with Clause 55A.1 - 73/105 - or to receive any further or additional payment, whether pursuant to Clause 56 or 57, beyond the payment referred to in the Pricing Document in respect of such Option or Options. 55A.4 If the Engineer does not exercise any Option pursuant to Clause 55A.1, such Option shall not form part of the Works and the Contractor shall not be entitled to any payment for or in connection with such Option. VALUATION 56. VALUATION 56.1 Subject to Clause 58, the Engineer shall assess and decide the sum which, in his opinion, is due to the Contractor as a result of: (a) an instruction pursuant to Clauses 54.1 or 65.1(a); or (b) matters claimed by reason of the following, insofar as, in the Engineer's opinion, some or all of the claim relates to work equivalent to a variation as described in Clause 54.1: (i) the issue of an instruction, or the failure or inability to issue or delay in issue of an instruction, pursuant to Clause 2.9; (ii) ambiguities or discrepancies in or between the documents comprising the Contract, pursuant to Clause 7.3; (iii) the presence of unforeseeable physical conditions or artificial obstructions and measures taken to overcome them and/or instructions issued by the Engineer in respect thereof, pursuant to Clause 15.6; (iv) errors in setting out due to incorrect data, pursuant to Clause 19.2; (v) an instruction for rectification of loss or damage due to Excepted Risks, pursuant to Clause 21.6; (vi) the issue of an instruction, or the failure or inability to issue or delay in issue of an instruction in respect of antiquities, pursuant to Clause 31.4; (vii) ad hoc successful tests, pursuant to Clause 41.7; or - 74/105 - (viii) making good the destruction or damage to the Permanent Works and/or the Temporary Works by reason of special risks, pursuant to Clause 77.4(b). 56.2 The Engineer's assessment and decision pursuant to Clause 56.1 shall be made as follows: (a) where work added or omitted is, in the Engineer's opinion, of similar character and executed under similar conditions to work for which there is a rate or price in the Pricing Document, it shall be valued at that rate or price; or (b) where work added or omitted is, in the Engineer's opinion, not of a similar character or is not executed under similar conditions, it shall be valued at a rate or price based on any of the rates or prices contained in the Pricing Document so far as may be reasonable, failing which a fair valuation shall be made; and (c) if the nature or extent of the work added or omitted relative to the nature or extent of the Works or any part thereof shall be such that, in the Engineer's opinion, any rate or price contained in the Pricing Document for any other work is by reason of such variation rendered unreasonable or inapplicable, then a new rate or price shall be agreed between the Engineer and Contractor for that work, using the rates and prices contained in the Pricing Document as the basis for decision; or (d) if the Engineer and the Contractor fail to reach agreement on any rate or price pursuant to Clause 56.2(c), the Engineer shall assess and decide a rate or price and shall notify the Contractor accordingly, and following such a decision the Engineer shall make, pursuant to Clause 66, revisions (if any and if appropriate) to the relevant Cost Centre Value and/or the Schedule of Milestones and/or the Interim Payment Schedule and shall notify the Contractor accordingly. 56.3 Insofar as, in the Engineer's opinion, any balance of the Contractor's claim pursuant to the provisions referred to in Clause 56.1(a) or (b) relates to disturbance to the progress of the Works or any part thereof, he shall assess and decide the balance pursuant to Clause 57. 56.4 In respect of any instruction pursuant to Clauses 54.2, 54.3 or 65.2, the amount due to the Contractor shall be the amount accepted by the Engineer pursuant to those clauses and the Engineer shall make, pursuant to Clause 66, revisions (if any and if appropriate) to the relevant Cost Centre Value and/or - 75/105 - the Schedule of Milestones and/or the Interim Payment Schedule and shall notify the Contractor accordingly. 56.5 The Contractor shall not be entitled to any payment pursuant to this Clause 56 to the extent, in the Engineer's opinion, connected with: (a) any breach of the Contract or other default on the part of the Contractor; (b) any instruction in relation to matters which, in the Engineer's opinion, are the responsibility of the Contractor in the absence of the instruction; or (c) failure by the Contractor to make the proper allowance in the Tender Total and the rates and prices in the Pricing Document which he is deemed to have made pursuant to Clause 15.2. 56.6 The Contractor shall supply all information and documents requested by the Engineer to facilitate the performance of the Engineer's duties under this Clause 56 including, without limitation, details or further details of: (a) the rates and prices in the Pricing Document; and/or (b) amounts claimed by relevant subcontractors and the details or further details shall include a make-up of the relevant rate, price or amount to identify allowance for labour, Permanent Works, Contractor's Equipment, Temporary Works and other types of expenditure and any mark-up for inflation, overheads and profit (if any). 57. COST AND DISTURBANCE TO THE PROGRESS OF THE WORKS 57.1 If, in the Engineer's opinion, the Contractor has incurred or is likely to incur Cost for which the Contractor would not be reimbursed by a payment made pursuant to any other provision in the Contract and a claim is made by reason of: (i) the issue of instruction, or the failure or inability to issue or delay in issue of an instruction, pursuant to Clause 2.9; (ii) the reversal or variation of an instruction or decision by the Engineer, or the Engineer's Representative, pursuant to Clause 3.5; (iii) ambiguities or discrepancies in or between the documents comprising the Contract, pursuant to Clause 7.3; - 76/105 - (iv) the failure or inability to issue or delay in issue of further or amended Drawings or Specification by the Engineer which was the subject of a notice in accordance with Clause 9.3, pursuant to Clause 9.4; (v) the presence of unforeseeable physical conditions or artificial obstructions and measures taken to overcome them and/or instructions issued by the Engineer in respect thereof, pursuant to Clause 15.6; (vi) errors in setting out due to incorrect data, pursuant to Clause 19.2; (vii) an instruction for the rectification of loss or damage due to Excepted Risks, pursuant to Clause 21.6; (viii) delay in obtaining any occupation permit under the Buildings Ordinance or any other Enactment, which is caused by any person other than the Contractor and which is the sole reason preventing the substantial completion of the Works, pursuant to Clause 24.3; (ix) the activities of Relevant Authorities or Project Contractors, pursuant to Clause 28.9; (x) the issue of an instruction, or the failure or inability to issue or delay in issue of an instruction in respect of antiquities, pursuant to Clause 31.4; (xi) the uncovering of acceptable work, pursuant to Clause 39.3; (xii) ad hoc successful tests, pursuant to Clause 41.7; (xiii) access constraints, pursuant to Clause 43.4; (xiv) an instruction issued by the Engineer for the handing over of the Works, or any part thereof, pursuant to Clause 50.4; (xv) suspension of the Works, pursuant to Clause 51.2; (xvi) the investigation of any defect, imperfection or fault or the execution of maintenance work not the result of any breach or default by the Contractor in accordance with Clause 53.1(a), pursuant to Clause 53.3; (xvii) the execution of work not included in the Drawings and/or the Specification in accordance with Clause 53.1(b), pursuant to Clause 53.4; - 77/105 - (xviii) the issue of a variation instruction, pursuant to Clause 54.8; (xix) the instruction of work included as a Provisional Sum, pursuant to Clause 65.4; or (xx) making good the destruction or damage to the Permanent Works and/or the Temporary Works by reason of special risks, pursuant to Clause 77.4(b), then, subject to Clause 58, the Engineer shall as soon as reasonably practicable assess the sum in respect of the Cost incurred and give a decision of the sum to the Contractor. 57.2 The Contractor shall not be entitled to any payment pursuant to this Clause 57 due, in the Engineer's opinion, to: (a) any breach of the Contract or other default on the part of the Contractor; (b) any instruction in relation to matters which, in the Engineer's opinion, are the responsibility of the Contractor in the absence of such instruction; or (c) failure by the Contractor to make the proper allowance in the Tender Total and the rates and prices in the Pricing Document which he is deemed to have made pursuant to Clause 15.2. 58. NOTICE OF CLAIMS FOR ADDITIONAL PAYMENT 58.1 (a) Notwithstanding any other provision of the Contract, but subject to Clause 58.1(b), if the Contractor at any time intends to claim payment additional to the then current total of the Cost Centre Values and other amounts previously decided to be due, or damages under or for breach of or otherwise in connection with the Contract he shall give notice to the Engineer of his intention within 21 (twenty-one) days after the event giving rise to the claim became, or ought reasonably to have become, apparent to the Contractor. (b) The Contractor shall be entitled to payment following the issuance of instructions pursuant to Clauses 47.6, 54.1 and 65.1 in which it is expressly stated that they will be subject to valuation in accordance with the Engineer's decisions as to the value thereof pursuant to Clauses 47.8, 56.1 or 65.1, as the case may be, without being required to give notice in accordance with Clause 58.1(a), but if the Contractor seeks payment in excess of the value so decided or any other payment - 78/105 - in respect of the said instructions or in respect of instructions in which it is not expressly stated that they will be subject to valuation, notice in accordance with Clause 58.1(a) shall be required. In addition, no notice shall be required in respect of any price to be assessed by the Engineer pursuant to Clause 47.8 or any amount accepted by the Engineer pursuant to Clauses 54.2, 54.3 or 65.2. 58.2 Within 28 (twenty-eight) days, or such other reasonable time as may be permitted by the Engineer, after the date of a Contractor's notice pursuant to Clause 58.1, the Contractor shall send to the Engineer detailed particulars of the amount claimed and the grounds and/or contractual provisions upon which the claim is based, together with the documents which support the claim. Where the event giving rise to the claim has a continuing effect, the account shall be considered an interim account and the Contractor shall, at such intervals as the Engineer may reasonably instruct, send further interim accounts giving the current amount of the claim and specifying any further ground or evidence in support of the claim. The Engineer may, if in his opinion he has sufficient information for the purpose, give an interim decision. The Contractor shall, within 28 (twenty-eight) days of the continuing effect coming to an end, submit final particulars. 58.3 Unless otherwise expressly provided in the Contract, the Contractor shall not be entitled to any decision or to any revision of Cost Centre Values or to any payment, damages or other relief in respect of the event giving rise to his claim unless he shall have first complied with the terms of this Clause 58 and in default of compliance, the Contractor shall not be entitled to receive any such payment, damages or other relief, to which he might have become entitled either under the Contract or as a result of any breach of the Contract by the Employer, and the Contractor shall be deemed to have waived all his rights and entitlements in respect thereof. 59. MAINTENANCE OF RECORDS 59.1 The Contractor shall establish at the Site, and may establish at other places which have been reviewed without objection, records offices containing an archive of all documents in connection with and arising out of the Contract and a complete record of all transactions (with copies of all relevant documents) entered into by the Contractor in connection with the Contract. Such offices and the archive shall, in accordance with the Specification, be established and maintained by the Contractor subject to any take-over of the archive by the Employer in accordance with the Contract. 59.2 If the Contractor serves a notice pursuant to Clauses 45.1 or 58.1 or if an event occurs in respect of which the Contractor may subsequently make a financial claim, the Contractor shall keep such contemporary records as may - 79/105 - reasonably be necessary to support any claim he may subsequently wish to make. 59.3 Without admitting the Employer's liability, the Engineer may instruct the Contractor to keep such further contemporary records as he reasonably considers desirable or material to any claim of which notice pursuant to Clauses 45.1 or 58.1 has been given. 59.4 To the extent that the records of the Contractor are to be created and/or maintained on a computer or other electronic storage device, the Contractor shall submit to the Engineer for review a procedure for back-up and storage at other locations of copies of the records and shall adhere, and shall cause his subcontractors of any tier to adhere, to the agreed procedures and to demonstrate compliance with the agreed procedure as and when requested by the Engineer. 59.5 The Contractor shall, at all reasonable times, either before or after the issue of the Final Certificate, allow the Engineer and any representative of the Employer, access to the records offices and the archive established by the Contractor pursuant to Clause 59.1 and procure such access to the records offices of any sub contractor (including, without limitation, any consultant engaged by the Contractor), to inspect and take copies of, at the cost of the Employer, any document relating to the Works or the Project including, without limitation, any documents relating to the breakdown, calculation or analysis of the Tender. 59.6 Without prejudice to any other provision of the Contract, including, without limitation, Clause 5, the Contractor shall ensure that any sub contract entered into by the Contractor shall contain such provisions which enable the Contractor to comply with the provisions of this Clause 59. PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND CONTRACTOR'S EQUIPMENT 60. VESTING OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS 60.1 Contractor's Equipment (excluding, for the purposes of this Clause 60.1 only, marine vessels), Temporary Works and consumables which are owned by the Contractor shall, on delivery to the Site become the property of the Employer. 60.2 Contractor's Equipment, Temporary Works and consumables shall not be removed from the Site or taken out of use for the Works without prior consent. - 80/105 - 60.3 Upon the substantial completion of the Works or the taking out of use or removal as aforesaid or pursuant to Clause 77.2, the Contractor's Equipment, Temporary Works and surplus consumables which have vested in the Employer shall re-vest in the Contractor. 61. VESTING OF PERMANENT WORKS 61.1 Any part of the Permanent Works: (a) which is delivered to the Site shall: (i) become the property of the Employer (unless property in the part has already passed to the Employer pursuant to Clause 61.1(b)); and (ii) not be removed from the Site without prior consent; (b) which is manufactured or obtained off-Site shall become the property of the Employer upon property in the part vesting in the Contractor or otherwise passing unconditionally to the Contractor or his agent or nominee and the Contractor shall, and shall procure that any of his subcontractors supplying any part of the Permanent Works to the Contractor shall: (i) upon property in the part vesting in the Contractor, provide to the Engineer such documentary or other evidence thereof as may be appropriate or as the Engineer may request; (ii) upon the part being substantially ready for delivery to the Site, suitably mark or otherwise plainly identify it so as to show that its destination is the Site, that it is the property of the Employer and (where it is not stored at the premises of the Contractor) to whose order it is held, and set aside and store the part so marked or identified to the satisfaction of the Engineer; (iii) send to the Engineer a schedule listing and giving the value of every part so marked, identified, set aside and stored and inviting him to inspect them; and (iv) if so instructed by the Engineer, provide to the Engineer an opinion in writing by an established and qualified lawyer in the country where the part is situated that the actions taken by the Contractor are sufficient to show an intention to vest the property in it in the Employer and to protect it against seizure - 81/105 - by a third party (including any liquidator, receiver or similar officer of the Contractor), provided that the operation of this Clause 61 shall not be deemed to imply any acceptance of any part of the Permanent Works or prevent its rejection by the Engineer at any time. 61.2 The parts of the Permanent Works referred to in Clause 61.1(b) shall be in the possession of the Contractor or his subcontractors for the sole purpose of delivering them to the Employer for the execution of the Works and shall not be within the ownership, control or disposition of the Contractor or his subcontractors and save only as stated in Clause 21, the Contractor shall be responsible for any loss or damage to such parts and for the expense involved in storing, handling and transporting the same. 61.3 The Contractor shall ensure that there shall be no lien whether in equity, common law or otherwise on any part of the Permanent Works which has vested in the Employer pursuant to Clause 61.1 for any sum due to the Contractor, his subcontractors or any other person and the Contractor shall ensure that the title of the Employer and the exclusion of any lien are brought to the notice of his subcontractors and other persons dealing with or transporting any part. 61.4 If the Contract or the Contractor's employment thereunder is terminated before the substantial completion of the Works, the Contractor shall deliver to the Employer any part of the Permanent Works owned by the Employer by virtue of Clause 61.1, and if the Contractor shall fail to do so the Employer may enter any premises of the Contractor, and the Contractor shall procure that the Employer may enter any premises of any of his subcontractors, to remove the part and the Employer may recover the cost of so doing from the Contractor. 62. USE OF CONTRACTOR'S EQUIPMENT 62.1 The Contractor shall not, without prior consent, bring onto the Site, or use in connection with the Works at any place whatsoever, any item of Contractor's Equipment which is not solely owned by the Contractor. Consent may be withheld unless: (a) the owner of the item enters into a written collateral agreement with the Employer under which the owner undertakes to the Employer that (i) the owner shall, and shall procure that the beneficiary of any relevant charge, other security interest or reservation of title (of - 82/105 - whatever nature) shall, without payment, execute any deed or document in favour of the Employer to assign to the Employer the benefits under any lease, charter-party, hiring, hire-purchase, supply, operation or other agreement made with the Contractor in respect of the item in the event of the termination of the Contract or of the employment of the Contractor thereunder; (ii) the agreement shall permit the Employer, or any third party employed by the Employer, to use the item until completion of the Works upon the same terms as those enjoyed by the Contractor prior to the assignment; and (iii) the owner shall not, without first giving the Employer not less than 21 (twenty-one) day's prior notice, exercise any right the owner may have to terminate the lease, charter-party, hiring, hire-purchase, supply, operation or other agreement, or treat the same as having been repudiated by the Contractor or terminated, howsoever otherwise, or withhold performance of the owner's obligations thereunder or remove the item from Hong Kong; and (b) the Contractor provides, or procures the provision of, any information that the Engineer by instruction requests in relation to any charge, other security interest or reservation of title (of whatever nature) that may subsist in the item. 62.2 All sums paid by the Employer under the provisions of any agreement, deed or document referred to in this Clause 62 and all cost or expense incurred by him in entering into the agreement, deed or document shall be recoverable by the Employer from the Contractor. 62.3 The Engineer may instruct the Contractor to produce all documents evidencing title to, or the contractual basis of the Contractor's right to use, any item of Contractor's Equipment. 62.4 Without prejudice to any other provision of the Contract, including without limitation, Clause 5, the Contractor shall ensure that any sub contract entered into by the Contractor shall contain such provisions which enable the Contractor to comply with the provisions of this Clause 62. 62.5 If the Contractor fails to comply with his obligations pursuant to this Clause 62, without prejudice to any other right or remedy available to the Employer, the Employer may withhold from interim payments due to the Contractor an amount equivalent to the value of the Contractor's Equipment concerned - 83/105 - until such time as the failure is rectified or remedied to the satisfaction of the Engineer. 63. REMOVAL OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS 63.1 Within a reasonable time after the issue of any Substantial Completion Certificate, the Contractor shall clear away and remove from the relevant part of the Site any item of Contractor's Equipment, Temporary Works and surplus consumables (except those required to discharge the Contractor's other obligations under or in connection with the Contract) for which consent has been given pursuant to Clause 60.2 and all other items of equipment, whether or not belonging to the Contractor, and the Contractor shall leave the Works, or the Section or other part of the Works to which the Substantial Completion Certificate relates, and the Site, or the relevant part thereof as appropriate, in a clean and tidy condition. 63.2 If at any time throughout the period in which the Works are executed, it appears to the Engineer that the Contractor has abandoned any item of Contractor's Equipment, Temporary Works or surplus consumables on any part of the Site and that the Contractor does not intend to use the same again in the execution of the Works, the Engineer may issue a notice to that effect to the Contractor requiring him to confirm within 7 (seven) days of receipt of the notice whether the item has been abandoned or whether he intends to use it in the execution of the Works. In the event either that the Contractor confirms the abandonment or fails to respond to the Engineer's notice within the said 7 (seven) day period, the Engineer may, without prejudice to the generality of the Engineer's powers under Clause 2, issue an instruction requiring the Contractor to remove the relevant item from the Site within a period of 7 (seven) days of receipt of the Engineer's instruction. 63.3 If the Contractor fails to comply with Clauses 63.1 or 63.2, the Employer may, without prejudice to any other rights or remedies it may have under the Contract, and without prejudice to Clause 72.1: (a) remove the relevant item from the Site and dispose of the same in any manner as he sees fit, and if the Employer sells the said item, after deducting from any proceeds of sale the charges and expense incurred by the Employer in connection with such sale, the Employer shall pay the balance, if any, to the Contractor but, to the extent that the proceeds of sale are insufficient to meet all such charges and expenses incurred by the Employer, the excess shall be recoverable by the Employer from the Contractor; or (b) return the item (if hired or the subject of a hire-purchase, supply or operation agreement, charter-party or lease) to the owner from whom - 84/105 - it was so hired, chartered or leased, and recover the charges and expenses of and in connection with such return from the Contractor. 64. LIABILITY FOR LOSS OR DAMAGE TO PERMANENT WORKS, CONTRACTOR'S EQUIPMENT, ETC 64.1 The Employer shall not at any time be responsible for the care of, nor be liable for the loss of or damage to the Permanent Works, Contractor's Equipment, Temporary Works or consumables which have become the property of the Employer pursuant to Clauses 60 and 61 except as provided in Clause 21. PROVISIONAL SUMS 65. PROVISIONAL SUMS 65.1 Any work in relation to which a Provisional Sum is stated in the Pricing Document shall only be executed in whole or in part upon the issue of an instruction by the Engineer pursuant to this Clause 65.1 or Clause 65.2. If the Engineer issues no such instruction, the said work shall not form part of the Works and the Contractor shall not be entitled to any payment for or in connection with such work. The Engineer may instruct any such work pursuant to this Clause 65.1: (a) to be executed by the Contractor, but not as daywork, in which case its value shall be assessed and decided pursuant to Clause 56; or (b) to be executed by the Contractor as daywork, in which case its value shall be assessed and decided pursuant to Clause 55. 65.2 The Engineer may, when considering whether or not to expend any Provisional Sum, request the Contractor to submit an estimate detailing the financial, timing and quality effects upon the Works of executing the work in relation to which the Provisional Sum is stated in the Pricing Document. The Contractor shall submit the estimate within 14 (fourteen) days of receipt of the request and if the Engineer accepts the estimate (which he shall be under no obligation to do) he shall so notify the Contractor and instruct the work pursuant to this Clause 65.2 within 14 (fourteen) days of receipt of the estimate. If the Engineer does not accept the estimate he may nevertheless instruct the work at any time pursuant to Clause 65.1. 65.3 Without prejudice to Clause 15.2, the Contractor shall be deemed to have allowed the necessary time and resources (including, without limitation, establishment and supervisory charges and all other costs) to enable the work in relation to which Provisional Sums are stated in the Pricing Document to - 85/105 - be executed by all relevant Key Dates and within the Tender Total insofar as, without prejudice to Clause 15.3, the scope and nature of the work was reasonably foreseeable on the basis of the deeming provisions of Clause 15.1. 65.4 If, in compliance with any instruction pursuant to Clause 65.1, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost which the Contractor did not and had no reason to anticipate and which is not recoverable pursuant to Clauses 55, or 56 then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate. 65.5 The Contractor shall, when instructed by the Engineer, obtain and submit any quotation which the Engineer may reasonably request and produce all invoices, vouchers and accounts or receipts in connection with expenditure in respect of Provisional Sums. CERTIFICATES AND PAYMENT 66. INTERIM PAYMENT SCHEDULE, COST CENTRE VALUES AND MILESTONES 66.1 The Interim Payment Schedule sets out the maximum accumulative percentage of each Cost Centre Value in relation to each month for which the Contractor may apply for payment, subject to the achievement of Milestones and to application for payment in accordance with Clause 67. 66.2 The Cost Centre Values shall be revised by the Engineer: (a) upon issue of the Letter of Acceptance to the Contractor, by the deduction of all Provisional Sums; and (b) upon: (i) an agreement or instruction pursuant to Clauses 47.5 or 47.6, respectively (Recovery of Delay and Acceleration of the Works), by adding to the relevant Cost Centre Value the amount as agreed or decided by the Engineer pursuant to Clause 47.8; (ii) a decision pursuant to Clause 56 (valuation), by adding to or deducting from the relevant Cost Centre Values the value as decided; - 86/105 - (iii) a decision to exercise any Option identified in the Pricing Document or a Special Condition by adding to or deducting from the relevant Cost Centre Value, the amount specified in the Pricing Document or Special Condition; or (iv) any other decision of the Engineer of an amount or allowance due to the Contractor under the Contract (including, without limitation, in respect of any remeasurement of any quantity of work executed by the Contractor if permitted by the Pricing Document) which has not been or will not otherwise be the subject of an interim payment pursuant to Clause 67.2(b), by adding to, or, in respect of any remeasurement of any quantity of work executed by the Contractor if permitted by the Pricing Document, by deducting from, the relevant Cost Centre Values, as appropriate, the amount or allowance as decided. 66.3 (a) The Engineer may decide which Cost Centre is to be the relevant Cost Centre for the purpose of Clause 66.2 if and in so far as the same is not identified in the Pricing Document, and shall notify the Contractor upon making any such decision. (b) Notwithstanding Clause 66.2, the Engineer may decide not to include a sum payable to the Contractor pursuant to the Contract in a Cost Centre Value in which case the Engineer shall notify the Contractor of the decision and the Contractor may apply for payment of the sum in accordance with Clause 67.1(b). 66.4 If a Milestone is not achieved by the end of the month in which it is scheduled to be achieved, the Engineer shall follow the procedure set out below when certifying payments: (a) all payments relating to the Cost Centre in which the Milestone in question has not been achieved shall be suspended at the amount determined by reference to the percentage appearing for that Cost Centre in the Interim Payment Schedule applicable to the month prior to the month in which the Milestone was due to have been achieved; (b) payments suspended pursuant to Clause 66.4(a) shall be resumed by being included in the next application for interim payment made after the Milestone is achieved or where the Engineer determines, in his absolute discretion, that payment to the Contractor should be resumed notwithstanding the non-achievement of the Milestone, and the Engineer has notified the Contractor of such determination, at the percentage of the Cost Centre Value for the relevant Cost Centre - 87/105 - appearing in the Interim Payment Schedule applicable to the month in which the Milestone was due to have been achieved; and (c) in relation to the relevant Cost Centre, the Interim Payment Schedule shall be revised by the Engineer within 21 (twenty-one) days of receipt of an application for resumption of payments pursuant to Clause 66.4(b) to take account of: (i) the date by which, in the Engineer's opinion, the Milestone next following the non-achieved Milestone is likely to be achieved; (ii) any subsequent Milestone which, in the Engineer's opinion, is not likely to be achieved by its stipulated date; and (iii) the earliest subsequent Milestone which, in the Engineer's opinion, is likely to be achieved by its stipulated date, and the Engineer shall notify the Contractor accordingly. 66.5 In addition to the procedure for revision of the Interim Payment Schedule pursuant to Clause 66.4, if: (a) the Engineer reviews without objection a revised Works Programme containing a change to the sequence and timing of the execution of the Works; (b) the Engineer grants an extension of time pursuant to Clause 45; (c) the Contractor adopts recovery of delay or acceleration measures pursuant to Clause 47; (d) the Engineer instructs a suspension of the Works or any part thereof pursuant to Clause 51; (e) the Engineer instructs a variation pursuant to Clause 54; (f) the Engineer instructs the expenditure of Provisional Sums pursuant to Clause 65; (g) following the suspension of payment pursuant to Clause 66.4(a) the relevant Milestone shall not have been achieved within 3 (three) months of the date stipulated in the Schedule of Milestones; - 88/105 - (h) there shall be a significant change in a Cost Centre Value by reason of a decision of the Engineer in accordance with the Contract; or (i) the Engineer is of the opinion that the Contractor's negative cashflow is adversely affecting the execution of the Works, the Engineer may carry out a detailed examination and review of the Interim Payment Schedule, the Milestones and the dates stipulated for their achievement in the Schedule of Milestones and an assessment of the extent to which the Works have been carried out up to the date of the review. 66.6 The Contractor shall co-operate with and, to the best of the Contractor's ability, assist the Engineer in making any detailed examination pursuant to Clause 66.5 and shall provide all such information as the Engineer may reasonably request in connection therewith. If as a result of this detailed examination, the Engineer is of the opinion that, in relation to any Cost Centre, the relationship between: (a) interim payments; and (b) the progress of the Works, established by the Interim Payment Schedule as at the date of the Letter of Acceptance has not been or will not be maintained, then the Engineer may give 14 (fourteen) days' notice to the Contractor of his intention to prepare a revised Interim Payment Schedule and/or a revised Schedule of Milestones which will in his opinion restore, so far as reasonably practicable, the said relationship. On the expiration of the said notice and after considering any representation the Contractor may have made in the meantime, the Engineer shall if he is still of the opinion that a revision ought to be made, revise the Interim Payment Schedule and the Schedule of Milestones in any manner which he sees fit based on the rate of progress of the Works which he anticipates and with the objective of restoring, so far as reasonably practicable, the said relationship. 66.7 When making any revision to the Interim Payment Schedule in accordance with the Contract, the Engineer may reduce or extend the period over which interim payments may be made. 67. PAYMENT STATEMENTS 67.1 At the beginning of each month the Contractor may apply to the Engineer for an interim payment in relation to the preceding month. Each application shall state: - 89/105 - (a) the amount claimed to be payable pursuant to Clause 67.2(a) setting out the percentage of each Cost Centre Value claimed according to the Interim Payment Schedule; and (b) any other amount claimed to be payable pursuant to a decision of the Engineer identifying the relevant decision. As a condition precedent to consideration by the Engineer of any such application for payment submitted by the Contractor, each application shall be accompanied by the Monthly Progress Report for the month to which the application relates. 67.2 Within 30 (thirty) days following receipt of an application in accordance with Clause 67.1, the Engineer shall issue to the Employer, with a copy to the Contractor, an interim payment certificate showing the amount payable by the Employer to the Contractor by way of interim payment. The interim payment shall be the sum of: (a) the amounts shown to be due for the month in respect of which the application is made by reference to the Interim Payment Schedule in accordance with Clause 66; and (b) the amounts assessed and decided by the Engineer to be due in respect of: (i) Cost incurred, pursuant to Clause 57; (ii) work executed on a daywork basis, pursuant to Clause 55; and (iii) any other amount or allowance to which the Contractor is entitled under the Contract save insofar as account has been or will be taken of the amount or allowance by way of a revision of a Cost Centre Value pursuant to Clause 66.2; less: (c) the Retention Moneys as provided for in Clause 68; and (d) any amount certified for payment on interim payment certificates previously issued. 67.3 Subject to any deduction, withholding or condition precedent pursuant to the Contract, amounts from time to time certified by the Engineer (including, without limitation, pursuant to Clause 68) shall be paid in Hong Kong by the Employer to the Contractor within 21 (twenty-one) days after the date of - 90/105 - issue of the relevant certificate in accordance with the Contract. Unless otherwise expressly provided, all payments (including, without limitation, in respect of decisions of the Engineer pursuant to Clauses 56 and 57 or otherwise) shall be made either in Hong Kong Dollars or United States Dollars, as appropriate, depending in which of those currencies the Tender Total is denominated in the Pricing Document. No adjustment shall be made to any payment or to the Final Contract Sum on account of any variation in the exchange rate between the Hong Kong dollar and any other currency. 67.4 If either the Employer or the Contractor fails to make payment of amounts due in accordance with the Contract within 21 (twenty-one) days after the date of issue of the relevant certificate, the Employer shall pay to the Contractor, or the Contractor shall pay to the Employer as the case may be, simple interest upon any payment overdue at the Contract Rate of Interest. 67.5 The Engineer shall have power to omit from any certificate the value of any work with which he may for the time being be dissatisfied and for that purpose, or if he considers that the Contractor has been overpaid under any interim payment certificate, he may by any certificate delete, correct or modify any sum previously certified by him. 67.6 Without prejudice to Clause 3.8, no payment certificate issued by the Engineer shall be conclusive evidence that the quality of materials or the standard of workmanship used by the Contractor in the execution of the Works are in accordance with the Contract. 68. RETENTION MONEYS 68.1 Retention Moneys up to 10 (ten) percent of the amount due to the Contractor from time to time shall be retained until there shall be a reserve in the hands of the Employer equal to 5 (five) percent of the Tender Total. If, for any reason, the reserve has a value of less than the said 5 (five) percent at any time prior to the date of issue of the Substantial Completion Certificate for the Works or the Substantial Completion Certificate for the first Section to be completed (but not thereafter), further Retention Moneys up to 10 (ten) percent of the amounts due to the Contractor from time to time will be retained until the reserve is restored to 5 (five) percent of the Tender Total. 68.2 The Retention Moneys retained pursuant to Clause 68.1 shall be held by the Employer without obligation to invest it or account for interest thereon or to place it in a designated account. 68.3 (a) Within 7 (seven) days of the date of issue of any Substantial Completion Certificate for any Section or part of the Works, the Engineer shall issue to the Employer with a copy to the Contractor, a retention release certificate, entitling the Contractor to be paid by the Employer one half of that part of the Retention Moneys which bears the same proportion to the whole of the Retention Moneys as the value of the Section or part at the date of the Letter of Acceptance bears to the Tender Total. Provided that the aggregate of all sums - 91/105 - certified pursuant to this Clause 68.3(a) shall not exceed one half of the whole of the Retention Moneys. (b) On the date of issue of the Substantial Completion Certificate for the Works, the Engineer shall issue to the Employer, with a copy to the Contractor, a retention release certificate entitling the Contractor to be paid by the Employer one half of the whole of the Retention Moneys (less any sums already certified for release pursuant to Clause 68.3(a)). (c) Within 28 (twenty-eight) days of the expiry of 12 (twelve) months from the date of issue of the Substantial Completion Certificate for the Works, the Engineer shall: (i) make a bona fide estimate of the total value of: (a) the works required to be repaired or replaced by the Contractor, and/or (b) the works which are still subject to a Defects Liability Period; and/or (c) all outstanding works, (together, the "Value of Residual Works") and (ii) issue to the Employer, with a copy to the Contractor, a retention release certificate entitling the Contractor to be paid by the Employer the balance of the Retention Moneys, less a sum which is equivalent to 5 (five) percent of the Value of Residual Works ("Residual Retention Moneys"). 68.4 On the date of issue of the Defects Liability Certificate, the Engineer shall issue to the Employer, with a copy to the Contractor, a retention release certificate entitling the Contractor to be paid by the Employer one half of the Residual Retention Moneys and the remainder of the Residual Retention Moneys shall be included with the Final Certificate. 69. FINAL CERTIFICATE 69.1 Not later than 3 (three) months after the date of issue of the Defects Liability Certificate, the Contractor shall submit to the Engineer a statement of final account and supporting documentation showing in detail the total amount payable in respect of the Works in accordance with the Contract together with all further sums which the Contractor considers to be due to him under the Contract up to the date of the Defects Liability Certificate. Within 3 (three) - 92/105 - months after receipt of this statement of final account and of all information reasonably required for its verification, but in no circumstances earlier than the date of issue of the Defects Liability Certificate, the Engineer shall issue the Final Certificate. The Final Certificate shall state the Final Contract Sum, which shall be the sum of the Cost Centre Values following their final adjustment and of the amounts finally decided by the Engineer to be due in respect of the matters identified in Clause 67.2(b). From such sum there shall be deducted all amounts previously certified by the Engineer and all amounts which, in the Engineer's opinion; are due to the Employer pursuant to, or a result of breach of, the Contract and the Final Certificate shall state the balance, if any, due from the Employer to the Contractor or from the Contractor to the Employer as the case may be. The balance of any payment shall be paid to the Contractor and the balance of any over-payment shall be paid by the Contractor. 69.2 Without prejudice to Clause 3.8, the Final Certificate shall not amount to, or be deemed to be, conclusive evidence that the quality of materials or the standard of workmanship used by the Contractor in the execution of the Works are in accordance with the Contract. 70. DEFAULT OF EMPLOYER TO PAY 70.1 If the Employer fails to pay the Contractor any amount due to be paid to the Contractor by the Employer within 30 (thirty) days of the last date upon which the same ought to have been paid in accordance with the Contract then provided that after the expiry of the said 30 (thirty) days period the Contractor shall have given the Employer notice requesting the payment to be made and the Employer shall have remained in default for a further 14 (fourteen) days, the Contractor shall be entitled, without prejudice to any other right or remedy, to suspend the execution of the Works or to terminate the Contract by giving further notice to the Employer. The bona fide exercise or purported exercise by the Employer of either a right of set-off or counterclaim or a right under or in connection with the Contract to deduct amounts from moneys otherwise due shall not be treated as a failure by the Employer to make a payment for the purposes of this Clause 70.1. 70.2 Upon the Contractor giving such further notice of suspension or termination in accordance with Clause 70.1, the property in all Contractor's Equipment and Temporary Works brought upon the Site by the Contractor shall thereupon re-vest in the Contractor and the Contractor shall with all reasonable despatch remove the same from the Site. 70.3 In the event of such termination, the Employer shall be under the same obligations to the Contractor in regard to payment as if the Contract had been terminated pursuant to the provisions of Clause 77.1 (and the same - 93/105 - provision shall survive) but in addition to the payments specified in Clause 77.3, the Employer shall pay to the Contractor the amount of any loss or damage to the Contractor arising out of or in connection with or by consequence of such termination. DEFECTS LIABILITY CERTIFICATE 71. DEFECTS LIABILITY 71.1 Upon the expiry of the Defects Liability Period, or where there is more than one Defects Liability Period, upon the expiry of all of the Defects Liability Periods and when all outstanding work referred to in Clause 52 and all maintenance work referred to in Clause 53 shall have been completed and any warranty required to be assigned pursuant to Clause 5.12 shall have been so assigned and provided always that the Contractor shall have supplied to the Engineer all documents in compliance with the requirements of the Contract, the Engineer shall issue the Defects Liability Certificate stating the date on which the Contractor shall have completed his obligations in respect of the correction of defects the subject of instructions pursuant to Clause 53. 71.2 Without prejudice to Clause 3.8, the Defects Liability Certificate shall not amount to, or be deemed to be, conclusive evidence that the quality of materials or the standard of workmanship used by the Contractor in the execution of the Works are in accordance with the Contract. REMEDIES AND POWERS 72. WORK BY OTHERS 72.1 If the Contractor shall fail to execute any work required under or in connection with the Contract or refuse to comply with any instruction in accordance with the Contract within a reasonable time, without prejudice to any other right or remedy of the Employer, the Engineer may give the Contractor 14 (fourteen) days' notice to execute the work or comply with the instruction. If the Contractor fails to comply with the notice, the Employer shall be entitled to execute the work or implement the instruction by the Employer's own workmen or by third parties. Without prejudice to any other right or remedy, all additional expenditure properly incurred by the Employer in having such work executed or such instruction implemented shall be recoverable by the Employer from the Contractor. 72.2 If by reason of any accident, failure, emergency or other event occurring to, in or in connection with the Project, the Works or any part thereof either during the execution of the Works or during any Defects Liability Period, any remedial or other work or repair shall in the Engineer's opinion be urgently - 94/105 - necessary, and the Contractor is unable or unwilling at once to do the work or repair, the Employer may by his own or other work people do the work or repair. 72.3 If the work or repair so done by the Employer is work which, in the Engineer's opinion, the Contractor was liable to do at his own expense under or in connection with the Contract, all costs properly incurred by the Employer in so doing shall on demand be paid by the Contractor to the Employer or may be deducted by the Employer from any moneys due or which may become due to the Contractor. 73. INSOLVENCY OR CHANGE IN CONTROL 73.1 If the Contractor (which, without prejudice to Clause 1.2.3, means for the purposes of this Clause 73.1, any of the entities comprising the Contractor) shall be in default in that the Contractor: (a) becomes insolvent or has a receiving order made against the Contractor or makes an arrangement or assignment or composition with or in favour of the Contractor's creditors or agrees to carry out the Contract under a committee of inspection of the Contractor's creditors, or goes into liquidation or commences to be wound up, not being a members' voluntary winding up for the purpose of amalgamation or reconstruction to which the Employer has given his prior consent, such consent not to be unreasonably withheld, or has a receiver, liquidator, trustee or similar officer appointed over all or any part of the Contractor's undertaking or assets or if distress, execution or attachment is levied on, or if an encumbrancer takes possession of any of the Contractor's assets, or any proceeding or step is taken which has an effect comparable to the foregoing in any relevant jurisdiction; (b) without the prior consent of the Employer, becomes a subsidiary, within the meaning of the Companies Ordinance (Cap 32) or the equivalent in any relevant jurisdiction of a company of which the Contractor was not a subsidiary on the date of the Letter of Acceptance or if by virtue of any agreement, offer or scheme the Contractor comes under the control of two or more firms or companies acting in concert so that if they were one company the Contractor would be the company's subsidiary; or (c) is in breach of Clause 4, then the Employer may give notice to the Contractor pursuant to Clause 74.1. - 95/105 - 74. FORFEITURE 74.1 If the circumstances of default referred to in Clause 73 occur or if the Engineer shall have certified to the Employer that, in the Engineer's opinion, the Contractor: (a) has abandoned the Contract; (b) without reasonable excuse has failed to commence the Works pursuant to Clause 42 or has suspended the execution of the Works, any Section or any other part of the Works for 14 (fourteen) days after receiving from the Engineer notice to proceed; (c) has failed to remove work from the Site or to pull down and replace work for 14 (fourteen) days after receiving from the Engineer notice that the said work has been rejected by the Engineer; (d) despite a written warning by the Engineer, is failing, in the Engineer's opinion, to proceed with the Works with due diligence or is persistently or significantly in breach of his obligations; (e) has sub-let the Works or has sub-let any Section or any other part of the Works without consent; or (f) is in breach of Clauses 14 or 30, then the Employer may: (g) in the circumstance of default referred to in Clause 73, forthwith by the service of a notice to the Contractor; or (h) in the circumstance of default referred to in this Clause 74.1 (a) to (f), after giving at least 7 (seven) day's notice to the Contractor, by the service of a written further notice, terminate the Contractor's employment under the Contract and, if the Contractor is on the Site, enter upon the Site and expel the Contractor therefrom without thereby avoiding the Contract or releasing the Contractor from any of his obligations or liabilities or affecting the rights and powers conferred on the Employer or the Engineer by the Contract. Thereafter, the Employer may execute the Works or any part thereof or may employ any third party to execute the same and the Employer or such third party may use, to execute the Works, any of the Contractor's Equipment, Temporary Works and Permanent Works which have become the property of the Employer pursuant to Clauses 60 and 61 and the Employer may at any time sell any of - 96/105 - the said Contractor's Equipment, Temporary Works and Permanent Works and apply the proceeds of sale in or towards the satisfaction of any sum due or which may become due to the Employer from the Contractor under or in connection with the Contract. 74.2 If the Employer terminates the Contractor's employment pursuant to this Clause 74, the Contractor shall forthwith assign to the Employer, as instructed by the Employer, the benefit of any agreement for the execution of any work for the purposes of the Contract which the Contractor may have entered into and, if so instructed by the Employer, shall enter into novation agreements, in such form as the Employer may reasonably require, in respect of the said agreements. 74.3 If the Employer terminates the Contractor's employment pursuant to this Clause 74 the Employer shall not be liable to pay to the Contractor any money on account of the Contract until the expiration of the Defects Liability Period or the last Defects Liability Period and thereafter until the cost of completion of the Works pursuant to Clause 74.1, maintenance, damages for delay in completion (if any) and all other expenses incurred by the Employer have been ascertained and the amount thereof certified by the Engineer. The Contractor shall then be entitled to receive only such sum or sums (if any) as the Engineer may certify which would have been due to the Contractor upon completion of the Works by him after deducting the said amount. If such amount exceeds the sum which would have been payable to the Contractor on completion of the Works by him then the Contractor shall upon demand pay to the Employer the amount of the excess and it shall be deemed to be a debt due by the Contractor to the Employer and shall be recoverable accordingly. 74.4 As soon as may be practicable after any such termination by the Employer, the Engineer shall assess and decide: (a) the amount (if any) which had been earned by or would accrue to the Contractor in respect of work actually done by him under or in connection with the Contract; and (b) the value of any unused or partially used parts of the Permanent Works and any Contractor's Equipment and Temporary Works which had become the property of the Employer pursuant to Clauses 60 and 61, and shall give notice of his decision to the Employer and the Contractor. -97/105- 75. RECOVERY OF MONEY DUE TO THE EMPLOYER 75.1 All damages, costs, charges, expenses, debts or sums for which the Contractor is liable to the Employer in accordance with any provision of the Contract, as a result of a breach of any such provision may be deducted by the Employer from moneys (including, without limitation, Retention Moneys) due to the Contractor in accordance with the Contract. The Employer shall have the power to recover any balance by deducting it from moneys due to the Contractor in accordance with any other contract between the Employer and the Contractor. 75.2 All damages, costs, charges, expenses, debts or sums for which the Contractor is liable to the Employer pursuant to any term of any other contract between the Contractor and the Employer, as a result of a breach of any such provision may be deducted by the Employer from moneys due to the Contractor in accordance with the Contract. 75.3 If, in the Engineer's opinion, the Employer may claim any deduction pursuant to this Clause 75, the Engineer shall issue a certificate stating his bona fide estimate of amounts deductible and the estimate certified shall bind the Contractor until otherwise agreed between the Employer and the Contractor or resolved pursuant to Clause 78, provided that such estimate shall not prejudice such resolution. The Engineer shall, upon request from the Contractor, give to the Contractor in writing the grounds upon which the Engineer's opinion was based and reasonable details of the quantification of the estimate certified. FRUSTRATION, TERMINATION AND SPECIAL RISKS 76. FRUSTRATION 76.1 In the event that either party considers that the Contract has been frustrated by any event recognised by law as amounting to frustration, such party shall give notice to that effect to the other party ("the notice of frustration"). The party receiving a notice of frustration shall, within 14 (fourteen) days of receipt, issue a notice to the other party either accepting the notice of frustration (in which case the Contract shall be deemed to have been frustrated on the date of the notice of frustration) or challenging the same. If the party receiving the notice of frustration challenges the same, or fails to respond thereto within 14 (fourteen) days of receipt, a Dispute shall be deemed to have arisen. 76.2 In the event of the Contract being frustrated, the sum payable by the Employer to the Contractor in respect of that part of the Works executed up to the date of frustration shall be the same as that which would have been payable pursuant to Clause 77 if the Contract had been terminated thereunder. - 98/105 - 77. SPECIAL RISKS 77.1 If, before the Defects Liability Certificate shall have been issued pursuant to Clause 71, there shall be: (a) an outbreak of war (whether war be declared or not) in any part of the world which, whether financially or otherwise, materially affects the execution of the Works; (b) an invasion of Hong Kong; (c) acts of terrorists in Hong Kong; (d) civil war, rebellion, revolution, insurrection or military or usurped power in Hong Kong; (e) riot, commotion or disorder in Hong Kong otherwise than amongst the employees of the Contractor or any of his subcontractors of any tier currently or formerly engaged on the Works; (f) ionising radiation, or contamination by radioactivity from any nuclear fuel, or from any nuclear waste from the combustion of nuclear fuel, radioactive, toxic, explosive, or other hazardous properties of any explosive nuclear assembly or nuclear component thereof, unless the sources or cause of the radiation, radioactivity or other hazard is brought to or near the Site by the Contractor or any of his subcontractors of any tier; or (g) pressure waves caused by aircraft or other aerial devices travelling at sonic or supersonic speeds (referred to in this Clause 77 as the "special risks"), the Contractor shall, unless and until the Contract is terminated pursuant to this Clause 77, use his best endeavours to: (h) continue with the execution of the Works in accordance with the Contract; (i) submit for review, proposals setting out the manner in which the Contractor proposes to complete the execution of the Works; and (j) if the proposals are reviewed without objection, complete the execution of the Works in accordance therewith, - 99/105 - provided that the Employer shall be entitled, at any time after occurrence of any of the special risks, to terminate the Contract (with the exception of the provisions of Clauses 27, 29, this Clause 77 and Clause 78 and any other provision which is expressly stated to survive termination of the Contract or is necessary for interpretation of the aforesaid Clauses or in relation to work executed prior to termination) by giving notice to the Contractor. Upon the notice being given, the Contract shall terminate but without prejudice to the claims of either party in respect of any antecedent breach thereof. 77.2 If there is a termination pursuant to the proviso to Clause 77.1, the Contractor shall make safe the Site and with all reasonable despatch remove all Contractor's Equipment and Temporary Works. 77.3 If there is a termination in accordance with the proviso to Clause 77.1, the Contractor shall be paid by the Employer, in so far as such items have not already been covered by interim payments made to the Contractor: (a) the total of the value of all work executed prior to the date of termination; (b) the Cost of any part of the Permanent Works or services properly ordered for the Works for which the Contractor shall have paid or for which the Contractor is legally bound to pay and on such payment by the Employer the part of the Permanent Works or product of the services so paid for shall become the property of and shall be delivered to the Employer; and (c) a sum to be certified by the Engineer in respect of the Cost incurred by the Contractor in the expectation of completing the Works in so far as the Cost shall not have been paid in accordance with any other provision of this Clause 77. 77.4 Whether the Contract shall be terminated pursuant to this Clause 77 or not, the following provisions shall apply, or be deemed to have applied, as from occurrence of any of the special risks, notwithstanding anything expressed in or implied by the other provisions of the Contract: (a) the Contractor shall have no liability whatsoever, by way of indemnity or otherwise, for or in respect of damage to parts of the Permanent Works on the Site or to property (other than parts of the Permanent Works off the Site, property of the Contractor including property temporarily vested in the Employer pursuant to Clause 60 or property hired by the Contractor for the purposes of executing the Works) whether of the Employer or of third parties or for or in respect of injury or loss of life to persons which damage, injury or loss is the - 100/105 - consequence whether direct or indirect of the occurrence of any of the special risks and the Employer shall indemnify the Contractor against all liability whatsoever in relation thereof or in relation thereto; (b) if the Permanent Works or Temporary Works are destroyed or damaged by reason of any of the special risks, the Contractor shall nevertheless make good the destruction or damage so far as may be instructed by the Engineer or as may be necessary for the execution of the Works or for safety. If, in compliance with his obligations pursuant to this Clause 77, the Contractor is prevented from achieving any Stage or substantially completing the Works or any Section by the relevant Key Date or incurs Cost in making good under this Clause 77.4(b) which the Contractor did not and had no reason to anticipate then, if the Contractor claims additional time and/or payment therefor, the Engineer shall give a decision pursuant to Clause 45 and/or (in relation to the said making good only) Clause 56 and/or 57, provided that the Contractor has complied with his obligations pursuant to Clause 45 and/or Clause 58, as appropriate; and (c) destruction, damage, injury or loss of life caused by the explosion or impact, whenever and wherever occurring, of any mine, bomb, shell, grenade or other projectile, missile or munition of war shall be deemed to be a consequence of the special risks. DISPUTE RESOLUTION 78. DISPUTE RESOLUTION NOTICE OF DISPUTE 78.1 Any and all Disputes shall be dealt with in accordance with this Clause 78. 78.2 Upon any Dispute arising, the aggrieved party shall serve on the other party (with a copy to the Engineer) a notice stating the nature of the Dispute and on the service of any such notice, a Dispute shall be deemed to have arisen. A Dispute shall be deemed not to have arisen in the absence of the service of such a notice. DECISION OF THE ENGINEER 78.3 Within 28 (twenty eight) days of a Dispute being notified under Clause 78.2, either (a) the Engineer shall decide the Dispute and give notice of his decision to the Employer and the Contractor; or - 101/105 - (b) in the case of a Dispute arising from a decision of the Engineer in accordance with a direction of the Employer pursuant to the provisions referred to in Clause 2.2, the Engineer shall notify the Contractor and the Employer that his decision was the subject of such a direction. 78.4 Unless the Contract has been terminated or abandoned or the Employer has exercised his rights pursuant to Clause 74, the Contractor shall, notwithstanding the reference of a Dispute to the Engineer in accordance with Clause 78.3, continue with the execution of the Works in accordance with the Contract regardless of the nature of the Dispute and the Employer and the Contractor shall give effect forthwith to every decision of the Engineer in accordance with Clauses 78.3(a) and (b), which shall be final and binding on the Contractor and the Employer except and to the extent that it is revised by agreement (whether or not arising out of mediation) or an arbitral award. REFERENCE TO ARBITRATION 78.5 If: (a) the Engineer fails to give a decision or notice in accordance with Clause 78.3; or (b) either the Contractor or the Employer is dissatisfied with a decision of the Engineer pursuant to Clause 78.3, then within 28 (twenty-eight) days of: (i) the expiry of the period referred to in Clause 78.3; or (ii) receipt of the decision or notice of the Engineer, but not otherwise, either the Contractor or the Employer, as appropriate, may give notice to the other requiring the Dispute to be referred to arbitration. COMPULSORY MEDIATION 78.6 Where a Dispute is referred to arbitration pursuant to this Clause 78, no step shall be taken in the reference unless and until the Contractor or the Employer, as appropriate, has served a notice on the other requiring the Dispute to be referred to a mediator for resolution in accordance with the Mediation Rules, and the Contractor and the Employer have attempted bona fide to resolve the Dispute by mediation in accordance with the Mediation - 102/105 - Rules with which they shall both comply. Unless the Employer and the Contractor otherwise agree, any notice under this Clause 78.6 shall be served within 30 (thirty) days after a reference to arbitration pursuant to Clause 78.5. 78.7 Notwithstanding any reference to arbitration and mediation in accordance with Clauses 78.5 and 78.6, the Contractor shall continue with the execution of the Works in accordance with the Contract, regardless of the nature of the Dispute. CONTINUATION OF ARBITRATION 78.8 If a Dispute is not settled by an agreement resulting from a mediation conducted in accordance with Clause 78.6, the Employer or the Contractor, as appropriate, may within 90 (ninety) days of the date of termination of the mediation pursuant to the Mediation Rules, but not otherwise, continue with the reference to arbitration made in accordance with Clause 78.5 by the service of a notice on the other party stating his intention to proceed with the reference to arbitration, and such reference shall be subject to the following provisions of this Clause 78, and shall be conducted in accordance with the Arbitration Rules. 78.9 Save in cases where the Works are abandoned or the Contract, or the Contractor's employment thereunder, has been terminated, and save as provided in Paragraph 1 of the Arbitration Rules, no steps shall be taken in any reference of a Dispute to arbitration until after the substantial completion or alleged substantial completion of the Works except with the consent of the Contractor and the Employer, provided that: (a) the issuance of the Substantial Completion Certificate for the Works shall not be a condition precedent to taking any step in the reference; and (b) no decision given by the Engineer in accordance with the foregoing provisions shall disqualify him from being called as a witness and giving evidence before an arbitrator on any matter whatsoever relevant to a Dispute so referred to arbitration as aforesaid. 78.10 Any Dispute referred to arbitration pursuant to this Clause 78 shall be a domestic arbitration for the purposes of Part II of the Arbitration Ordinance (cap 341). 78.11 Save as otherwise provided, the arbitrator shall have full power to direct such valuation as may, in his opinion, be desirable in order to determine the rights of the parties and to ascertain and award any sum which ought to have been the subject of or included in any certificate and to open up, review and revise - 103/105 - any notice, opinion, determination, decision, request, withholding of permission or consent, certificate or instruction of the Engineer relating to the Dispute. The arbitrator shall have full power to order the rectification of the Contract, subject to any rule of law which would restrict this power. CONSOLIDATION 78.12 The Employer may by notice to the Contractor require that: (a) any Dispute referred to arbitration pursuant to this Clause 78 shall be referred to the arbitrator appointed or to be appointed in the arbitration of any dispute or difference in connection with the Project (whether or not relating to issues similar to those in the Dispute) between the Employer and any party other than the Contractor; or (b) any dispute or difference in connection with the Project (whether or not relating to issues similar to those in the Dispute) between the Employer and any party other than the Contractor shall be referred to the arbitrator appointed or to be appointed in the arbitration of any Dispute referred pursuant to this Clause 78, and any Dispute, dispute or difference as aforesaid shall be so referred and the Contractor shall accept the reference. Any such arbitrator shall have full power to give such orders and directions as he shall think fit in relation to the conduct of any Dispute, dispute or difference including, but not limited to, the power to order consolidation and hearing together, sequentially or separately. JURISDICTION OF THE COURTS OF HONG KONG 78.13 Subject to the foregoing provisions of this Clause 78, the Contractor and the Employer agree to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. Without prejudice to the generality of their powers, the Courts of Hong Kong shall have power to direct such valuations as may, in their opinion, be desirable in order to determine the rights of the parties and to ascertain and award any sum which ought to have been the subject of or included in any certificate and to open up, review and revise any notice, opinion, determination, decision, request, withholding of permission or consent, certificate or instruction of the Engineer relating to the Dispute and to determine all matters in dispute in the same manner as if no such notice, opinion, determination, decision, request, withholding of permission or consent, certificate or instruction had been given, issued or made. - 104/105 - NOTICES 79. SERVICE OF NOTICES 79.1 Any document arising under, out of or in connection with the Contract shall be served on the Employer or the Contractor at the address stated in the Articles of Agreement, or such other address in Hong Kong as may be notified to the other party expressly for the purpose of service of documents. Service of documents may be by hand or by post or, subject to Clause 79.2, by facsimile. 79.2 Documents may be served by facsimile only if the recipient has previously notified the other party that he is prepared to accept service of documents or a document in that fashion. It shall be a condition of valid service by facsimile that a hard copy be served on the recipient pursuant to Clause 79.1 within 7 (seven) days. - 105/105 - This page left blank intentionally SCHEDULE 1 FORM OF SUB-CONTRACTOR WARRANTY This page left blank intentionally SCHEDULE 1 FORM OF SUB-CONTRACTOR WARRANTY THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1]. BETWEEN: 1. [Insert name of Company] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address of Company] [SEE NOTE 2] ("the Sub-Contractor"); and 2. THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"). WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract Number] - [Insert Contract Name]) ("the Contract") made between the Employer and the Contractor, the Contractor agreed to execute the Works upon the terms contained in the Contract. (B) The Sub-Contractor has had an opportunity of reading and noting the provisions of the Contract (other than details of the Contractor's prices and rates). (C) Pursuant to the Contract, the Contractor wishes to enter into an agreement with the Sub-Contractor ("the Sub-Contract") for the Sub-Contractor to carry out and complete a part of the Works as more particularly described in the Sub-Contract ("the Sub-Contract Works"). (D) The Contract stipulates that the Contractor shall obtain the consent of the Engineer (as identified in the Contract) before entering into the Sub-Contract, and that the Contractor shall procure that the Sub-Contractor executes a warranty in favour of the Employer. - 1/8 - NOW IT IS HEREBY AGREED as follows: 1. Where applicable, words and expressions used in this Warranty shall have the meaning assigned to them in the Contract. 2. In consideration of the Employer accepting this Warranty pursuant to the Contract and the Engineer consenting to the Contractor and the Sub- Contractor entering into the Sub-Contract, the Sub-Contractor warrants and undertakes to the Employer that: (a) he shall execute the Sub-Contract Works, and has carried out and will carry out each and all of the obligations, duties and undertakings of the Sub-Contractor under the Sub-Contract when and if such obligations, duties and undertakings shall become due and performable, in accordance with the terms of the Sub-Contract (as the same may from time to time be varied or amended with the consent of the Engineer); and (b) he shall supply the Engineer with all information which the Engineer may reasonably require from time to time in relation to the progress of the Sub-Contract Works. 3. The Sub-Contractor undertakes to indemnify the Employer against each and every liability which the Employer may have to any person whatsoever and against any claims, demands, proceedings, loss, damages, costs and expenses sustained, incurred or payable by the Employer to the extent arising from breach of this Warranty by the Sub-Contractor provided that the Sub-Contractor shall have no greater liability to the Employer by virtue of this Clause 3 than the liability of the Contractor to the Employer under the Contract to the extent that the same shall have arisen by reason of any breach by the Sub-Contractor of his obligations under the Sub-Contract. 4. No allowance of time by the Employer hereunder or by the Contractor under the Sub-Contract nor any forbearance or forgiveness in or in respect of any matter or thing concerning this Warranty or the Sub-Contract on the part of the Employer or the Contractor, nor anything that the Employer or the Contractor may do or omit or neglect to do, shall in any way release the Sub-Contractor from any liability under this Warranty. 5. The Sub-Contractor agrees that he will not, without first giving the Employer not less than 21 (twenty-one) days' prior notice in writing, - 2/8 - exercise any right he may have to terminate the Sub-Contract or his employment thereunder or withhold performance of his obligations under the Sub-Contract 6. (a) Notwithstanding anything to the contrary in the Sub-Contract, if the Contract or the employment of the Contractor under the Contract is terminated for any reason whatsoever and if so requested by the Employer in writing within 21 (twenty-one) days of such termination, the Sub-Contractor shall enter into a novation agreement with the Employer and the Contractor in which the Sub-Contractor will undertake, inter alia, to perform the Sub-Contract and be bound by its terms as if the Employer had originally been named as a contracting party in place of the Contractor and as if neither the Contract or the Contractor's employment thereunder nor the Sub-Contract or the Sub-Contractor's employment thereunder had been terminated. The said novation agreement will be in such form as the Employer may reasonably require. (b) If the Employer does not require the Sub-Contractor to enter into a novation agreement as required by Clause 6(a) above, the Sub-Contractor shall have no claim whatsoever against the Employer for any damage, loss or expense howsoever arising out of or in connection with this Warranty. 7. Insofar as the copyright or other intellectual property rights (in Hong Kong or any country) in any plans, calculations, drawings, documents, materials, know-how and information relating to the Sub-Contract Works shall be vested in the Sub-Contractor, the Sub-Contractor grants to the Employer, his successors and assigns a royalty free, non-exclusive and irrevocable licence (carrying the right to grant sub-licences) to use and reproduce any of the works, designs or inventions incorporated and referred to in such documents or materials and any such know-how and information for all purposes relating to the Works or the Project (including without limitation the design, construction, reconstruction, completion, maintenance, reinstatement, extension, repair and operation of the Works or any part of the Project). To the extent that beneficial ownership of any such copyright or other intellectual property right is vested in anyone other than the Sub-Contractor, the Sub-Contractor shall use his best endeavours to procure that the beneficial owner thereof shall grant a like licence to the Employer. Any licence granted pursuant to this Clause 7 shall not be determined if the Sub-Contractor shall for any reason cease to be employed in connection with the Sub-Contract Works and the Sub-Contractor shall execute all documents and take all such other - 3/8 - steps as may be necessary to effect and protect the licences (including, without limitation, registration and notification to purchasers of the Sub-Contractor's or other owner's rights). 8. If there is any ambiguity or conflict between the terms of the Sub-Contract and this Warranty, the terms of this Warranty shall prevail. 9. The provisions of this Warranty shall be without prejudice to and shall not be deemed or construed so as to limit or exclude any right or remedy which the Employer may have against the Sub-Contractor whether in tort or otherwise. 10. (a) The Employer shall be entitled at any time, without the consent of the Sub-Contractor, to assign or transfer the benefit of this Warranty or any part thereof, any interest thereon or thereunder and any right thereunder, whether past, existing or future, to any third party. (b) In the event of any such assignment or transfer by the Employer in accordance with Clause 10(a) above, such assignee or transferee shall from the date thereof have the same rights, powers and remedies as it would have had if it had at all times been the Employer under this Warranty. Without prejudice to the generality of the foregoing, all losses, costs, demands, claims proceedings or any other rights or benefits whatsoever, (whether past, present or future) of the Employer related to or in any way connected with or arising out of this Warranty, shall be deemed to be those of any assignee or transferee of the Employer. 11. All documents arising out of or in connection with this Warranty shall be served: (a) upon the Employer at [Insert Address]; and (b) upon the Sub-Contractor, at [Insert Address], Hong Kong [SEE NOTE 3]. 12. The Employer and the Sub-Contractor may change their respective nominated addresses for service of documents to another address in Hong Kong by providing not less than five business days' written notice to each other. All demands and notices shall be in writing and in English. 13. Subject to Clause 15, any dispute or difference of any kind whatsoever between the Employer and the Sub-Contractor arising under, and out of - 4/8 - or in connection with this Warranty shall be referred to arbitration and the reference shall be a domestic arbitration for the purpose of Part II of the Arbitration Ordinance (Cap. 341). The reference to arbitration shall be conducted in accordance with the Arbitration Rules. References in such rules to "Dispute" shall be deemed to include any dispute or difference between the Employer and the Sub-Contractor. 14. The arbitrator shall have full power to open up, review and revise any decision, opinion, instruction, notice, order, direction, withholding of approval or consent, determination, certificate, statement of objection, assessment or valuation of the Engineer or the Contractor relating to the dispute or difference. 15. The Employer may by notice to the Sub-Contractor require that (a) any dispute or difference to be referred to arbitration pursuant to Clause 13 shall be referred to the arbitrator appointed or to be appointed in the arbitration of any dispute or difference in connection with the Project between the Employer and any party other than the Sub-Contractor; or (b) any dispute or difference in connection with the Project between the Employer and any party other than the Sub-Contractor shall be referred to the arbitrator appointed or to be appointed in the arbitration of any dispute or difference referred pursuant to Clause 13, and any dispute or difference as aforesaid shall be so referred and the Sub-Contractor shall accept such reference. Any such arbitrator shall have full power to give such orders and directions as he shall think fit in relation to the conduct of any disputes or differences including, but not limited to, the power to order consolidation and hearing together, sequentially or separately. 16. This Warranty and all disputes arising under, out of or in connection therewith shall be governed by and construed according to the laws for the time being in force in Hong Kong and, subject to Clause 13, the Sub- Contractor agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. IN WITNESS whereof this Warranty has been executed as a deed on the date first before written. - 5/8 - THE SEAL of ) THE KOWLOON-CANTON ) RAILWAY CORPORATION is hereunto ) affixed by authority of the Managing Board; ) signed by: ) ------------------------ ------------------------ (Authorized Signature) (Authorized Signature) ------------------------ ------------------------ (Witness) (Witness) THE COMMON SEAL of ) [Insert name of Company] ) was affixed hereto ) in the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Company] ) as lawful attorney of the Sub-Contractor under ) Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) ------------------------ [SEE NOTE 4] - 6/8 - NOTES FOR GUIDANCE IN PREPARATION OF WARRANTY BY SUB-CONTRACTOR These notes are prepared in order to assist the Sub-Contractor in the preparation of the Warranty and cross refer to the note references contained in the draft Warranty. The note references contained in the draft Warranty shall be deleted-from the engrossment of the Warranty when prepared by the Sub-Contractor. NOTE 1 At the time of preparation of the Warranty by the Sub-Contractor, the date should be left blank. The date will be inserted by the Employer at the time of execution of the Warranty by him. NOTE 2 The name, place of incorporation and registered address of the Sub-Contractor shall be inserted. NOTE 3 The address for service shall be in Hong Kong. NOTE 4 The Sub-Contractor shall execute the warranty under seal. This may be done either by: (a) affixing the Corporate Seal of the Sub-Contractor in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Sub-Contractor; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Sub-Contractor in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed warranty: 1. if executed by affixing the Corporate Seal: - 7/8 - (a) an extract from the Sub-Contractor's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Sub-Contractor; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Sub-Contractor by which the execution of the Warranty was approved; 2. if executed by an attorney on behalf of the Sub-Contractor: (a) a copy of the Power of Attorney by which the attorney is appointed by the Sub-Contractor to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Sub-Contractor's Articles of Association or other constitutional documents dealing with the appointment of attorneys, together with confirmation of the position or office held by the person giving the Power of Attorney; and 3. if the Sub-Contractor is incorporated outside of Hong Kong, a legal opinion, if required by the Employer, in a form that shall be provided to the Sub-Contractor confirming the validity of the execution of the Warranty and of any Power of Attorney. - 8/8 - SCHEDULE 2 FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY This page left blank intentionally SCHEDULE 2 FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1]. BETWEEN: (1) [Insert name of Independent Checking Engineer] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 2] of [Insert Registered Address of Independent Checking Engineer] ("the Independent Checking Engineer"); and (2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"). WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract Number] - [Insert Contract Name]) ("the Contract") made between the Employer and [Insert name of Contractor] ("the Contractor"), the Contractor has agreed to execute the Works upon the terms contained in the Contract. (B) The Contractor and the Independent Checking Engineer have entered into an agreement ("the Design Check Agreement") by which the Independent Checking Engineer has undertaken the design checking obligations specified in the Contract. (C) The Design Check Agreement stipulates that the Independent Checking Engineer is obliged to provide the Employer with an executed warranty in the terms hereof. NOW IT IS HEREBY AGREED as follows: 1. In this Warranty, words and expressions shall have the meanings assigned to them in the Contract, except where the context otherwise requires. 2. The Independent Checking Engineer warrants and undertakes to the Employer that it has exercised and will in carrying out the duties and - 1/8 - functions ascribed to it in the Design Check Agreement, continue to exercise all the skill and care to be expected of a professionally qualified and competent Independent Checking Engineer experienced in carrying out services which are of a similar nature and scope as the services to be performed under the Design Check Agreement. 3. The Independent Checking Engineer undertakes to indemnify the Employer against each and every liability which the Employer may have to any person whatsoever and against any claims, demands, proceedings, loss, damages, costs and expenses sustained, incurred or payable by the Employer to the extent arising from breach of this Warranty by the Independent Checking Engineer, provided that the Independent Checking Engineer shall have no greater liability to the Employer by virtue of this Clause 3 than the liability of the Independent Checking Engineer to the Contractor under the Design Check Agreement to the extent that the same shall have arisen by reason of any breach by the Independent Checking Engineer of his obligations under the Design Check Agreement. 4. No allowance of time by the Employer under the Contract or by the Contractor under the Design Check Agreement nor any forbearance or forgiveness in or in respect of any matter or thing concerning this Warranty or the Design Check Agreement on the part of the Employer or the Contractor nor anything that the Employer or the Contractor may do or omit or neglect to do, shall in any way release the Independent Checking Engineer from any liability under this Warranty. 5. The Independent Checking Engineer agrees that he will not without first giving the Employer not less than 21 (twenty one) days' prior notice in writing exercise any right he may have to terminate the Design Check Agreement or his employment thereunder or withhold performance of his obligations under the Design Check Agreement. 6. (a) Notwithstanding anything to the contrary in the Design Check Agreement, if the Contract or the employment of the Contractor under the Contract is terminated for any reason whatsoever and if so requested by the Employer in writing within 21 (twenty one) days of such termination, the Independent Checking Engineer shall enter into a novation agreement with the Employer and the Contractor in which the Independent Checking Engineer will undertake, inter alia, to perform the Design Check Agreement and be bound by its terms as if the Employer had originally been named as the contracting party in place of the Contractor and as if neither the Contract or the Contractor's employment thereunder had been terminated. The said novation agreement will be in such form as the Employer may reasonably require. - 2/8 - (b) If the Employer does not require the Independent Checking Engineer to enter into a novation agreement as required by Clause 6(a) above, the Independent Checking Engineer shall have no claim whatsoever against the Employer for any damage, loss or expense howsoever arising out of or in connection with this Warranty. 7. Except to the extent (if any) expressly permitted by the Design Check Agreement, the Independent Checking Engineer shall not sub-contract any of his obligations under the Design Check Agreement without the prior written consent of the Employer. 8. The Independent Checking Engineer acknowledges that the Employer shall be entitled to assign the benefit of this Warranty at any time without the consent of the Independent Checking Engineer being required. 9. The Independent Checking Engineer undertakes that no material variation or amendment to or waiver of the terms of the Design Check Agreement shall be agreed with the Contractor without the prior written consent of the Employer. 10. Nothing in this Warranty shall be taken as diminishing or increasing any liability on the part of the Independent Checking Engineer under the Design Check Agreement. 11. The Independent Checking Engineer acknowledges that it has not relied on any information relating to the Project, the Site or the Works provided directly or indirectly by the Employer and that the Employer shall have no liability or responsibility to the Independent Checking Engineer for any such information in the absence of fraud. 12. (1) Insofar as the patent, copyright or other intellectual property rights in any plans, calculations, drawings, documents, materials, know-how and information relating to the execution of the Works shall be vested in the Independent Checking Engineer, the Independent Checking Engineer grants to the Employer a royalty-free, non-exclusive and irrevocable licence (carrying the right to grant sub-licences) to use and reproduce any of the works, designs or inventions incorporated and referred to in such documents or materials and any such know-how and information for all purposes relating to the Works (including, without limitation the design, construction, reconstruction, completion, maintenance, reinstatement, extension, repair and operation of the Works). To the extent beneficial ownership of any such patent, copyright or other - 3/8 - intellectual property right is vested in anyone other than the Independent Checking Engineer, the Independent Checking Engineer shall use its reasonable endeavours to procure that the beneficial owner thereof shall grant a like licence to the Employer. Any such licence granted shall not be determined if the Design Check Agreement shall be revoked or expire or if the Design Check Agreement shall be terminated. (2) In the event of the Independent Checking Engineer ceasing to be employed under the Design Check Agreement for any reason whatever, the Independent Checking Engineer shall provide to the Employer for the retention and use by it, all drawings, diagrams, specifications, calculations and other data and information which the Independent Checking Engineer has prepared or are within its possession or control relating to the Works whether or not previously provided. 13. All documents arising out of or in connection with this Warranty shall be served: (1) upon the Employer at [Insert Address]; and (2) upon the Independent Checking Engineer at [Insert Address], Hong Kong. [SEE NOTE 3] 14. The Employer and the Independent Checking Engineer may change their respective nominated addresses for service of documents to another address in Hong Kong but only by prior written notice to each other. All demands and notices must be in writing. 15. This Warranty shall be governed by and construed according to the laws for the time being in force in Hong Kong and, subject to Clause 16, the Independent Checking Engineer agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. 16. (1) Any dispute or difference of any kind whatsoever between the Employer and the Independent Checking Engineer arising under, out of or in connection with this Warranty shall be referred to arbitration in accordance with the Arbitration Rules. The reference shall be a domestic arbitration for the purpose of Part II of the Arbitration Ordinance (Cap. 341). References to "Dispute" in such arbitration rules are deemed to include any such dispute or difference between the Employer and the Independent Checking Engineer. - 4/8 - (2) In the event that the Employer is of the opinion that the issues in such a dispute or difference will or may touch upon or concern a dispute or difference arising under, out of or in connection with the Contract ("the Contract Dispute") then provided that an arbitrator has not already been appointed pursuant to Clause 16(1), the Employer may by notice in writing to the Independent Checking Engineer require and the Independent Checking Engineer shall be deemed to have consented to the referral of such dispute or difference to the arbitrator to whom the Contract Dispute has been or will be referred. (3) Save as expressly otherwise provided, the arbitrator shall have full power to open up, review and revise any decision, opinion, instruction, notice, order, direction, withholding of approval or consent, determination, certificate, statement of objection, assessment or valuation of the Employer or the Engineer under the Contract and the Independent Checking Engineer or the Contractor relating to the dispute or difference IN WITNESS whereof this Warranty has been executed as a deed on the date first above written. THE SEAL of ) THE KOWLOON-CANTON ) RAILWAY CORPORATION ) is hereunto affixed by authority of the ) Managing Board; and signed by: ) ------------------------ ------------------------ (Authorized Signature) (Authorised Signature) ------------------------ ------------------------ (Witness) (Witness) - 5/8 - THE COMMON SEAL of ) [Insert name of Independent Checking Engineer] ) was affixed hereto ) in the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Independent ) Checking Engineer] ) as lawful attorney of the Independent Checking Engineer ) under Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) --------------------------- [SEE NOTE 4] - 6/8 - NOTES FOR GUIDANCE IN PREPARATION OF WARRANTY BY INDEPENDENT CHECKING ENGINEER These notes are prepared in order to assist the Independent Checking Engineer in the preparation of the Warranty and cross refer to the note references contained in the draft Warranty. The note references contained in the draft Warranty shall be deleted from the engrossment of the Warranty when prepared by the Independent Checking Engineer. NOTE 1 At the time of preparation of the Warranty by the Independent Checking Engineer, the date should be left blank. The date will be inserted by the Employer at the time of execution the Warranty by him. NOTE 2 The jurisdiction in which the Independent Checking Engineer is incorporated shall be inserted. NOTE 3 The address for service shall be in Hong Kong. NOTE 4 The Independent Checking Engineer shall execute the warranty under seal. This may be done either by: (a) affixing the Corporate Seal of the Independent Checking Engineer in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Independent Checking Engineer; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Independent Checking Engineer in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed warranty: - 7/8 - 1. if executed by affixing the Corporate Seal: (a) an extract from the Independent Checking Engineer's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Independent Checking Engineer; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Independent Checking Engineer by which the execution of the warranty was approved; 2. if executed by an attorney on behalf of the Independent Checking Engineer: (a) a copy of the Power of Attorney by which the attorney is appointed by the Independent Checking Engineer to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Independent Checking Engineer's Articles of Association or other constitutional documents dealing with the appointment of attorneys together with confirmation of the position or office held by the person giving the Power of Attorney; and 3. if the Independent Checking Engineer is incorporated outside of Hong Kong, a legal opinion, if required by the Employer, in a form that shall be provided to the Independent Checking Engineer, confirming the validity of the execution of the Warranty and of any Power of Attorney. - 8/8 - SCHEDULE 3 ARTICLES OF AGREEMENT This page left blank intentionally SCHEDULE 3 ARTICLES OF AGREEMENT THIS AGREEMENT is made the day of 200[ ]. BETWEEN: (1) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"); and (2) [ ] a company incorporated in and in accordance with the laws of [ ] of [ ] [and [ ] a company incorporated in and in accordance with the laws of [ ] of [ ]]* ("the Contractor"). WHEREAS: (A) The Employer requires the Works to be executed as part of the Project and has accepted the Tender. (B) The Contractor has [jointly and severally]* agreed to execute the Works. NOW IT IS HEREBY AGREED as follows: 1. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby [jointly and severally]* covenants with the Employer to execute the Works in accordance with the Contract. 2. The Employer hereby covenants to pay to the Contractor in consideration of the execution of the Works the Final Contract Sum or such other sums as may be payable to the Contractor in accordance with the Contract at the times and in the manner prescribed by the Contract. 3. The Contract comprises the entire agreement between the parties hereto relating to the transactions provided for therein and supersedes any previous agreements between the parties relating thereto or any part thereof. Save to the extent that any statement, condition, qualification, warranty, representation or undertaking made in the Tender, or in any discussion or correspondence thereon or relating thereto, is expressly - 1/3 - incorporated in the Contract, the same is not so incorporated and is hereby withdrawn. 4. The Employer's address for service of documents shall be the address first referred to above and the Contractor's address for service of documents shall be [ ] Hong Kong**. 5. Words and expressions used in these Articles of Agreement shall have the same meaning as are respectively assigned to them in Clause 1 of the General Conditions attached hereto. * To be retained if Contractor comprises more than one legal entity. ** Address for Service of documents shall be in Hong Kong. IN WITNESS whereof this Agreement has been executed as a deed the day and year first above written. THE SEAL of ) THE KOWLOON-CANTON ) RAILWAY CORPORATION ) is hereunto affixed by authority of the ) Managing Board; and signed by: ) ------------------------ ------------------------ (Authorized Signature) (Authorised Signature) ------------------------ ------------------------ (Witness) (Witness) - 2/3 - *** THE COMMON SEAL of ) [ ] ) was affixed hereto ) in the presence of: ) ) ------------------------ ------------------------ OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Company] ) as lawful attorney of the Contractor under ) Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) ------------------------ *** Each legal entity shall execute these Articles of Agreement under Seal by affixing the Corporate Seal of each company or by execution under seal by an attorney appointed by the Contractor. - 3/3 - This page left blank intentionally SCHEDULE 4 FORM OF DRAFT LEGAL OPINION (FOR ARTICLES OF AGREEMENT) This page left blank intentionally SCHEDULE 4 LEGAL OPINION [To be prepared on headed notepaper of legal adviser] We write this letter in our capacity as legal adviser to [Insert name of Contractor or entity included in the Contractor] ("the Company"). We have examined the following documents: 1. a certified copy of the Memorandum and Articles of Association (or equivalent) of the Company; 2. a certified copy of the Power of Attorney dated [Insert date of Power of Attorney] appointing Mr. [Insert name of attorney] as the true and lawful attorney of the Company in Hong Kong for the purposes specified in the said Power of Attorney; 3. a certified copy of the resolution of the Board of Directors of the Company authorising the appointment of Mr. [Insert name of attorney] as the true and lawful attorney of the Company in Hong Kong as aforesaid; and 4. such other records and documents as we have deemed necessary or appropriate for the purposes of this opinion. Based upon such examination we are of the opinion that: 1. the Company is a company duly incorporated and validly existing under the laws of [Insert country of incorporation of the Company] and has full power and authority to carry on its business as it is now being conducted; 2. the Company has the corporate power to enter into and perform contracts with the Kowloon-Canton Railway Corporation and has taken all necessary corporate and legal action in that regard; 3. the Company may by its nominated attorney execute contracts as deeds and the Company may accept and undertake all the consequences arising therefrom as if it had been able to affix a seal to such contracts in accordance with the laws of Hong Kong; and - 1/2 - 4. the Power of Attorney confers, under the laws of [Insert the proper law of the Power of Attorney] a valid and binding authority on the nominated attorney to execute contracts as deeds by attaching his personal seal thereto in Hong Kong in accordance with the laws of Hong Kong, and such legal, valid and binding obligations of the Company as arise under the Contract under the laws of Hong Kong will constitute legal, valid and binding obligations of the Company in and under the laws of [Insert country of incorporation of the Company]. Notwithstanding the foregoing we make the following provisos to this opinion: (i) we express no opinion with regard to any laws other than the laws of [Insert country of incorporation of the Company]. (ii) we have assumed that all documents examined by us are genuine and are signed by the persons by whom they are purported to be signed. This opinion is given in connection with a contract to be entered into by the Company with the Kowloon-Canton Railway Corporation and may be relied on solely by the Kowloon-Canton Railway Corporation and its successors and assigns. It is not made available for any other purpose and may not be relied upon by any other persons. - 2/2 - SCHEDULE 5 FORM OF CONTRACTOR'S BOND This page left blank intentionally SCHEDULE 5 FORM OF CONTRACTOR'S BOND [To be prepared on headed notepaper of the Bondsman] BY THIS BOND dated the day of 200[ ]. [Insert name of Bondsman] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address and Place of Business in Hong Kong of Bondsman] [SEE NOTE 1] ("the Bondsman") is irrevocably and unconditionally bound to THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No.9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer") in the sum of [Insert amount of Bonded Sum in words] Hong Kong Dollars (HK$[Insert amount of Bonded Sum in figures]) ("the Bonded Sum") for payment of which sum the Bondsman binds himself in accordance with the provisions of this Bond. WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract number] - [Insert Contract name]) ("the Contract") made between the Employer and the Contractor, the Contractor has agreed to execute the Works upon the terms contained in the Contract. (B) Pursuant to the terms of the Contract, the Contractor agreed to procure the provision to the Employer of a Bond in the terms hereof. NOW THE TERMS of this Bond are: 1. Where applicable, words and expressions used in this Bond shall have the meaning assigned to them in the Contract. 2. If, in the Employer's opinion, the Contractor is or has been in default in respect of any of his obligations under the Contract, the Bondsman shall upon demand made by the Employer in writing and without conditions or proof of the said default or amount demanded, pay the amount identified in the demand in respect of the damages, losses, charges, costs or - 1/5 - expenses sustained by the Employer by reason of the default, up to the amount of the Bonded Sum. 3. The liability of the Bondsman under this Bond shall remain in full force and effect and shall not be affected or discharged in any way by, and the Bondsman hereby waives notice of. (a) any suspension of the Works or variation to or amendment of the Works or the Contract (including, without limitation, extension of time for performance and adjustment to the amount payable to the Contractor under the Contract); (b) the termination of the Contract or of the employment of the Contractor under the Contract; (c) any forbearance or waiver of any right of action or remedy the Employer may have against the Contractor, or negligence by the Employer in enforcing any such right of action or remedy; (d) any other bond, security or guarantee held or obtained by the Employer for any of the obligations of the Contractor under the Contract or any release or waiver thereof; (e) any act or omission of the Contractor pursuant to any other arrangement with the Bondsman; (f) the issue of any Stage Certificate, Handing Over Certificate or Substantial Completion Certificate in respect of any part of the Works or any Section, save for the last Section to be substantially completed; (g) any breach of the Contract by or other default of the Employer; and (h) any provision of the Contract being or becoming illegal, invalid, void, voidable or unenforceable. 4. The liability of the Bondsman under this Bond shall cease on whichever of the following events first occurs: (a) payment by the Bondsman of the Bonded Sum in full to the Employer; (b) issue of the Substantial Completion Certificate for the Works; or - 2/5 - (c) return of the Bond by the Employer to the Contractor. 5. The Bondsman acknowledges that the Employer shall be entitled to assign the benefit of this Bond or any part thereof, any interest therein or thereunder and any right thereunder, whether past, existing or future, at any time, without the consent of the Bondsman or the Contractor being required. 6. All documents arising out of or in connection with this Bond shall be served upon the Bondsman, at [Insert Address] Hong Kong in English [SEE NOTE 2]. 7. The Bondsman may change his nominated address for service of documents to another address in Hong Kong but only by prior written notice to the Employer. 8. This Bond shall be governed by and construed according to the laws for the time being in force in Hong Kong and the Bondsman agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. IN WITNESS whereof this Bond has been executed as a deed on the date first above written. THE COMMON SEAL of ) [Insert name of Bondsman] ) was affixed hereto in ) the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of ) Bondsman] ) as lawful attorney of the Bondsman ) under Power of Attorney ) dated [ ] in the ) presence of [Insert name of Witness] ) as Witness ) ------------------------ [SEE NOTE 3] - 3/5 - NOTES FOR GUIDANCE IN PREPARATION OF BOND BY BONDSMAN These notes are prepared in order to assist the Bondsman in the preparation of the Contractor's Bond and cross refer to the note references contained in the draft Bond. The note references contained in the draft Bond shall be deleted from the engrossment of the Bond when prepared by the Bondsman. NOTE 1 The place of incorporation of the Bondsman shall be inserted together with: (a) its registered address in the place of incorporation; and (b) the address of its place of business in Hong Kong. NOTE 2 The address for service of notices and demands on the Bondsman shall be in Hong Kong and, preferably, at the Bondsman's place of business in Hong Kong. NOTE 3 The Contractor's Bond shall be executed under seal by the Bondsman. This may be done either by: (a) affixing the Corporate Seal of the Bondsman in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Bondsman; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Bondsman in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed Bond: 1. if executed by affixing the Corporate Seal: - 4/5 - (a) an extract from the Bondsman's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Bondsman; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Bondsman, by which the execution of the Bond was approved; and 2. if executed by an attorney on behalf of the Bondsman: (a) a copy of the Power of Attorney by which the attorney is appointed by the Bondsman to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate the powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Bondsman's Articles of Association or other constitutional documents dealing with the appointment of attorneys, together with confirmation of the position or office held by the person giving the Power of Attorney. - 5/5 - This page left blank intentionally SCHEDULE 6 FORM OF PARENT COMPANY GUARANTEE This page left blank intentionally SCHEDULE 6 FORM OF PARENT COMPANY GUARANTEE THIS GUARANTEE is made the day of 200[ ]. BY: [Insert name of Parent Company] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address] [and [Insert name of Second Parent Company if appropriate] a company incorporated in accordance with the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address], jointly and severally,] [SEE NOTE 1] ("the Guarantor"); IN FAVOUR OF: THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"). WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract number] - [Insert Contract name]) ("the Contract") made between the Employer and the Contractor, the Contractor has agreed to execute the Works upon the terms contained in the Contract. (B) Pursuant to the terms of the Contract, the Contractor agreed to procure the provision of a guarantee in the terms hereof. [SEE NOTE 2] (C) At the request of the Contractor, the Guarantor has [jointly and severally] [SEE NOTE 1] agreed to guarantee performance of the Contract by the Contractor [SEE NOTE 3] as set out herein. IT IS HEREBY AGREED as follows: 1. Where applicable, words and expressions used in this Guarantee shall have the meaning assigned to them in the Contract. 2. In consideration of the Employer accepting this Guarantee pursuant to the Contract, the Guarantor [jointly and severally] [SEE NOTE 1] irrevocably and unconditionally guarantees to the Employer, as a primary obligation and - 1/6 - not as a surety, due performance by the Contractor of all of his obligations and liabilities under and arising out of the Contract save that nothing herein shall be construed as imposing greater obligations or liabilities on the Guarantor than are imposed on the Contractor by the Contract. 3. The obligations of the Guarantor under this Guarantee shall remain in full force and effect and shall not be discharged in any way by and the Guarantor hereby waives notice of: (a) any suspension of the Works or variation to or amendment of the Works or the Contract (including, without limitation, extension of time for performance and adjustment to the amount payable to the Contractor under the Contract); (b) any provision of the Contract being or becoming illegal, invalid, void, voidable or unenforceable; (c) the termination of the Contract or of the employment of the Contractor under the Contract; (d) any forbearance or waiver of any right of action or remedy the Employer may have against the Contractor or negligence by the Employer in enforcing any such right of action or remedy; (e) any bond, security or other guarantee held or obtained by the Employer for any of the obligations of the Contractor under the Contract or any release or waiver thereof; and (f) any breach of the Contract or other default of the Employer. 4. This Guarantee shall extend to any variation of or amendment to the Contract and to any agreement supplemental thereto agreed between the Employer and the Contractor and the Guarantor hereby authorises the Employer and the Contractor to make any such amendment, variation or supplemental agreement without notice to or consent of the Guarantor. 5. This Guarantee is a continuing guarantee and accordingly shall cover all of the obligations and liabilities of the Contractor under and arising out of the Contract and shall remain in full force and effect until all the said obligations and liabilities of the Contractor have been carried out, completed and discharged in accordance with the Contract. This Guarantee is in addition to any other security which the Employer may at any time hold and may be enforced without first having recourse to any such security or taking any steps or proceedings against the Contractor. - 2/6 - 6. Until the date of issue of the Defects Liability Certificate, the Guarantor shall not on any ground whatsoever make any claim or threaten to make any claim whether by proceedings or otherwise against the Contractor nor, if the Contractor comprises more than one entity, against any such entity for the recovery of any sum paid by the Guarantor pursuant to this Guarantee. Any such claim shall be subordinate to any claims (contingent or otherwise) which the Employer may have against the Contractor and/or any entity as aforesaid arising out of or in connection with the Contract until such time as the Employer's claims shall be satisfied by the Contractor and/or any entity as aforesaid or the Guarantor as the case may be. To that intent, the Guarantor shall not claim or have the benefit of any security which the Employer holds or may hold for any monies or liabilities due or incurred by the Contractor and/or any entity as aforesaid to the Employer and, in case the Guarantor receives any sum from the Contractor and/or any entity as aforesaid in respect of any payment by the Guarantor hereunder, the Guarantor shall hold such sum in trust for the Employer for so long as any sum is payable (contingently or otherwise) under this Guarantee. 7. The Employer shall be entitled at any time, without the consent of the Guarantor to assign or transfer the benefit of this Guarantee or any part thereof, any interest therein or thereunder and any right thereunder, whether past, existing or future, to any third party. In the event of any assignment or transfer by the Employer as aforesaid, the assignee or transferee shall from the date thereof have the same rights, powers and remedies as it would have had if it had at all times been the Employer under this Guarantee. 8. All documents arising out of or in connection with this Guarantee shall be served upon the Guarantor, at [Insert Address], Hong Kong [SEE NOTE 4]. 9. The Guarantor may change its nominated address for service of documents to another address in Hong Kong by providing not less than five business days' written notice to the Employer. All demands and notices shall be in writing and in English. 10. This Guarantee shall be governed by and construed according to the laws for the time being in force in Hong Kong and the Guarantor agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. IN WITNESS whereof this Guarantee has been executed as a deed on the date first before written. - 3/6 - THE COMMON SEAL of ) [ ] ) was affixed hereto in ) the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Parent Company) ) as lawful attorney of the Guarantor under ) Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) ------------------------ [SEE NOTES 1 AND 5) - 4/6 - NOTES FOR GUIDANCE IN PREPARATION OF GUARANTEE BY GUARANTOR These notes are prepared in order to assist the Guarantor in the preparation of the Guarantee and cross refer to the note references contained in the draft Guarantee. The note references contained in the draft Guarantee shall be deleted from the engrossment of the Guarantee when prepared by the Guarantor. NOTE 1 If more than one company executes this Guarantee in respect of the Contractor or any entity comprising the Contractor (e.g. because the Contractor or any entity has more than one parent company) the Guarantors under the Guarantee shall have joint and several liability and the square brackets shall be deleted. If only one party is acting as Guarantor under the Guarantee, the square brackets and the words within, relating to the second Parent Company and joint and several liability, should be deleted. NOTE 2 If the Contractor comprises more than one legal entity, a Guarantee in this form shall be provided in respect of each entity. NOTE 3 If the circumstances referred to under Note 2 apply, and the Contractor comprises more than one legal entity, the Guarantor shall guarantee the performance of the Contractor as a whole because each entity comprising the Contractor shall have joint and several liability for the acts and omissions of the Contractor as a whole. NOTE 4 The address for service shall be in Hong Kong. NOTE 5 Each entity comprising the Guarantor shall execute the Guarantee under seal. - 5/6 - This may be done either by: (a) affixing the Corporate Seal of the Guarantor in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Guarantor; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Guarantor in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed Guarantee: 1. if executed by affixing the Corporate Seal: (a) an extract from the Guarantor's Articles of Association dealing with the execution of documents by use of the Corporate Seal of the Guarantor or other constitutional documents; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Guarantor by which the execution of the Guarantee was approved; and 2. if executed by an attorney on behalf of the Guarantor: (a) a copy of the Power of Attorney by which the attorney is appointed by the Guarantor to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Guarantor's Articles of Association or other constitutional documents dealing with the appointment of attorneys together with confirmation of the position or office held by the person giving the Power of Attorney. - 6/6 - SCHEDULE 7 FORM OF PARENT COMPANY UNDERTAKING This page left blank intentionally SCHEDULE 7 FORM OF PARENT COMPANY UNDERTAKING THIS UNDERTAKING is made the day of 200[ ]. BY: [Insert name of Parent Company] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 1] of [Insert Registered Address of Parent Company] ("the Parent Company") IN FAVOUR OF: THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"). WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract number] - [Insert Contract name]) ("the Contract") made between the Employer and the Contractor, the Contractor has agreed to execute the Works upon the terms contained in the Contract. (B) Pursuant to the terms of the Contract, the Contractor agreed to procure the provision of an Undertaking in the terms hereof. (C) The Parent Company is the beneficial owner of [Insert Percentage]% [SEE NOTE 2] of the issued share capital of (the Contractor) [SEE NOTE 3] (D) At the request of the Contractor, the Parent Company has agreed to provide this Undertaking. NOW IT IS HEREBY UNDERTAKEN AND AGREED as follows:- 1. Where applicable, words and expressions used in this Undertaking shall have the meaning assigned to them in the Contract 2. In consideration of the Employer accepting this Undertaking pursuant to the Contract, the Parent Company hereby undertakes to the Employer that - 1/7 - at any time prior to the issue of the Defects Liability Certificate, it will not, [(and will procure that none of the companies referred to in Recital (C) will)] [SEE NOTE 6] without the prior written consent of the Employer: (a) sell, transfer, assign or otherwise dispose of or deal with ownership of the whole or any part of [EITHER] (the shareholding or other interest in the (Contractor)) [SEE NOTE 4]; [OR] (the shareholdings or other interests) [SEE NOTE 5] referred to in Recital (C) in any way which will affect the beneficial ownership and control in (the Contractor) [SEE NOTE 4] of the Parent Company (and the companies referred to in Recital (C)) [SEE NOTE 6]; and (b) take any action which may result in the Contractor being unable to comply with his obligations or perform in any way his duties under the Contract (or take any action which may result in [Insert name of Subsidiary] being unable to comply with its obligations or perform in any way its duties under the [Insert "Joint Venture", "Consortium" or other agreement as appropriate] agreement) [SEE NOTE 7] until such time as the Defects Liability Certificate has been issued by the Engineer and further that it will procure (that [Insert name of Subsidiary] will take all steps necessary to procure) [SEE NOTE 7] compliance by the Contractor with the provisions of the Contract. 3. The obligations of the Parent Company under this Undertaking shall remain in full force and effect and shall not be discharged in any way by and the Parent Company hereby waives notice of: (a) any suspension of the Works or variation or amendment to the Works or the Contract (including without limitation extension of time for performance or adjustment to the amount payable to the Contractor under the Contract); (b) any provision of the Contract being or becoming illegal, invalid, void, voidable or unenforceable; (c) the termination of the Contract or of the employment of the Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] under the Contract; (d) any forbearance or waiver of any right of action or remedy the Employer may have against the Contractor (and/or [Insert name - 2/7 - of Subsidiary]) [SEE NOTE 8], or negligence by the Employer in enforcing any such right of action or remedy; (e) any bond, security or other guarantee held or obtained by the Employer for any of the obligations of the Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] under the Contract or any release or waiver thereof; and (f) any breach of the Contract or other default of the Employer. 4. This Undertaking shall extend to any variation of or amendment to the Contract and to any agreement supplemental thereto agreed between the Employer and the Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] and the Parent Company hereby authorises the Employer and the Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] to make any such amendment, variation or supplemental agreement without notice to or the consent of the Parent Company. 5. The Employer shall be entitled at any time, without the consent of the Parent Company, to assign or transfer the benefit of this Undertaking or any part thereof, any interest therein or thereunder and any right thereunder, whether past, existing or future, to any third party. In the event of any such assignment or transfer by the Employer, the assignee or transferee shall from the date thereof have the same rights, powers and remedies as it would have had if it had at all times been the Employer under this Undertaking. 6. All documents arising out of or in connection with this Undertaking shall be served upon the Parent Company, at [Insert Address], Hong Kong [SEE NOTE 9]. 7. The Parent Company may change its nominated address for service of documents to another address in Hong Kong by providing not less than five business days' written notice to the Employer. All demands and notices shall be in writing and in English. 8. This Undertaking shall be governed by and construed according to the laws for the time being in force in Hong Kong and the Parent Company agrees to submit to the non exclusive jurisdiction of the Courts of Hong Kong. IN WITNESS whereof this Undertaking has been executed as a deed by the Parent Company on the date first before written. - 3/7 - THE COMMON SEAL of ) [Insert name of Parent Company] ) was affixed hereto ) in the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Parent Company] ) as lawful attorney of the Parent Company under ) Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) ---------------------------------------- [SEE NOTE 10] - 4/7 - NOTES FOR GUIDANCE IN PREPARATION OF UNDERTAKING BY PARENT COMPANY These notes are prepared in order to assist the Parent Company in the preparation of the Parent Company Undertaking and cross refer to the note references contained in the draft Undertaking itself. The note references contained in the draft Undertaking shall be deleted from the engrossment of the Undertaking when prepared by the Parent Company. NOTE 1 The jurisdiction in which the Parent Company is incorporated shall be inserted. NOTE 2 If the Parent Company is not the immediate parent company, the chain of ownership through the intermediate parent companies should be set out which identifies each company in the chain and the shareholding in each subsidiary. NOTE 3 If the Contractor comprises more than one company, the words ("the Contractor") shall be replaced by the name of the subsidiary which is included in the Contractor, and all other Joint Venture or Consortium members should be identified. NOTE 4 If Note 3 applies, refer to the subsidiary of the Parent Company and not the Contractor. NOTE 5 If Note 2 is applicable (i.e. there are intermediate parent companies) use this alternative. NOTE 6 If Note 2 is applicable add this provision. - 5/7 - NOTE 7 If Note 3 is applicable (i.e. the Contractor comprises more than one legal entity), add this provision and insert the name of the subsidiary. NOTE 8 If Note 3 applies, add this provision and insert the name of the subsidiary. In Clause 2(b) (only) insert the Joint Venture or other relevant agreement. NOTE 9 The address for service shall be in Hong Kong. NOTE 10 Each entity comprising the Parent Company shall execute the Undertaking under seal. This may be done either by: (a) affixing the Corporate Seal of the Parent Company in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Parent Company; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Parent Company in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed Undertaking: 1. if executed by affixing the Corporate Seal: (a) an extract from the Parent Company's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Parent Company; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Parent Company by which the execution of the Undertaking was approved; and 2. if executed by an attorney on behalf of the Parent Company: - 6/7 - (a) a copy of the Power of Attorney by which the attorney is appointed by the Parent Company to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Parent Company's Articles of Association or other constitutional documents dealing with the appointment of attorneys together with confirmation of the position or office held by the person giving the Power of Attorney. - 7/7 - This page left blank intentionally SCHEDULE 8 FORM OF OFF-SHORE MANUFACTURING BOND This page left blank intentionally SCHEDULE 8 FORM OF OFF-SHORE MANUFACTURING BOND [To be prepared on headed notepaper of Bondsman] BY THIS BOND dated the day of 200[ ] [Insert name of Bondsman] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address and Place of Business in Hong Kong of Bondsman] [SEE NOTE 1] ("the Bondsman") is irrevocably and unconditionally bound to THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong, (together with its successors and assigns, "the Employer") for payment of a sum not exceeding the sum stated in Clause 2 below in accordance with the provisions of this Bond. WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] (Contract No. [Insert Contract Number] - [Insert Contract Name]) ("the Contract") made between the Employer and the Contractor, the Contractor has agreed to execute the Works upon the terms contained in the Contract. (B) Pursuant to the terms of the Contract, the Employer is obliged to pay the Contractor the sum of [Insert amount in words] Hong Kong dollars (HK$[Insert amount in figures]) [SEE NOTE 2] ("the Off-shore Payment") by instalments in accordance with the Interim Payment Schedule for the activities described in Cost Centre [No. ] [SEE NOTE 3]. (C) Pursuant to the said activities, certain components of the Works falling within Cost Centre [No. ] [SEE NOTE 3] ("the Manufactured Goods") as identified in the Schedule of Goods Manufactured Offshore contained in the Pricing Document, are to be manufactured offshore Hong Kong for subsequent delivery to and installation at the Site. (D) Pursuant to the terms of the Contract, the Contractor, as a condition precedent to his entitlement to receive any payment instalment under Cost Centre [No. ] [SEE NOTE 3] is obliged to provide a bond in the terms hereof. NOW THE TERMS of this Bond are: - 1/7 - 1. Where applicable, words and expressions used in this Bond shall have the meaning assigned to them in the Contract. 2. The Bondsman hereby irrevocably and unconditionally undertakes to pay to the Employer an amount not exceeding [Insert amount in words] Hong Kong dollars (HK$[Insert amount in figures]) [SEE NOTE 4] upon receipt from the Employer of a written demand substantially in the form of the Schedule to this Bond signed on behalf of the Employer stating:- (a) either that the Contractor is in default of his obligations under the Contract or that the Employer is entitled to terminate or has terminated the Contract or the employment of the Contractor under the Contract; and (b) the amount due and payable under this Bond in accordance with Clause 4 below. 3. The Bondsman shall pay to the Employer the amount thus demanded without requiring further evidence or proof of: (a) the default of the Contractor; (b) the Employer's entitlement to terminate the Contract or the employment of the Contractor under the Contract; (c) any termination of the Contract or the employment of the Contractor under the Contract; or (d) the amount due and payable under this Bond. 4. The amount payable under this Bond shall be the aggregate of the instalments of the Off-shore Payment (net of Retention Moneys) prior to the date of the written demand referred to in Clause 2 above less the aggregate as certified by the Engineer of any and all sums in respect of the Manufactured Goods delivered to Hong Kong in accordance with the terms of the Contract provided always that the liability of the Bondsman under this Bond shall not exceed the sum stated in Clause 2 above. 5. The liability of the Bondsman under this Bond shall remain in full force and effect and shall not be affected or discharged in any way by, and the Bondsman hereby waives notice of. - 2/7 - (a) any suspension of the Works or variation to, or amendment of the Contract or the Works (including without limitation extension of time for performance and adjustment to the amount payable under the Contract); (b) the termination of the Contract or of the employment of the Contractor under the Contract; (c) any forbearance or waiver of any right of action or remedy the Employer may have against the Contractor or negligence by the Employer in enforcing any such right of action or remedy; (d) any other bond, security or guarantee held or obtained by the Employer for any of the obligations of the Contractor under the Contract or any release or waiver thereof, (e) any act or omission of the Contractor pursuant to any other arrangement with the Bondsman; (f) any breach of the Contract or other default of the Employer, and (g) any provision of the Contract being or becoming illegal, invalid, void, voidable or unenforceable. 6. The liability of the Bondsman under this Bond shall cease on whichever of the following events first occurs: (a) payment in full by the Bondsman to the Employer of a sum demanded under Clause 2 above; (b) receipt of written notification from the Engineer that all of the Manufactured Goods have been delivered to Hong Kong and inspected by him; or (c) [Insert date] [SEE NOTE 5] 7. The Employer shall be entitled at any time, without the consent of the Bondsman, to assign or transfer the benefit of this Bond or any part thereof, any interest therein or thereunder and any right thereunder, whether past, existing or future, to any third party. In the event of any assignment or transfer by the Employer as aforesaid, the assignee or transferee shall from the date thereof have the same rights, powers and remedies as it would have had if it had at all times been the Employer under this Bond. - 3/7 - 8. Any documents arising out of or in connection with this Bond shall be served upon the Bondsman, at [Insert Address] Hong Kong [SEE NOTE 6]. 9. The Bondsman may change his nominated address for service of documents to another address in Hong Kong but only by prior written notice to the Employer. All demands and notices shall be in writing and in English. 10. This Bond shall be governed and construed according to the laws for the time being in force in Hong Kong and the Bondsman agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. IN WITNESS whereof this Bond has been executed as a deed on the date first before written. THE COMMON SEAL of ) [Insert name of Bondsman] ) was affixed hereto in ) the presence of. ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name ) of Bondsman] ) as lawful attorney of the Bondsman ) under a Power of Attorney ) dated [ ] in the ) presence of [Insert Name of Witness] ) as witness: ) --------------------------------------- [SEE NOTE 7] - 4/7 - SCHEDULE TO BOND FORM OF DEMAND To: [ ] Hong Kong For the attention of: [ ] [ ], 200[ ] Dear Sirs, Contract No. Bond for Offshore Manufacture No.[ ] 1. We refer to the Bond for Off-shore Manufacture No. [ ] dated [ ], 200[ ]. 2. Terms defined in the above Bond have the same meaning when used in this demand. 3. We confirm [EITHER] (that the Contractor is in default of his obligations under the Contract) [OR] (that the Employer is entitled to terminate or has terminated the Contract or the employment of the Contractor under the Contract). 4. We now demand payment of HK$[ figures ] ([ words ] Hong Kong dollars) by [ ], 200[ ], being the amount due in accordance with Clause 4 of the above Bond. 5. We confirm that the signatories of this letter are authorised by the Employer to make this demand on behalf of the Employer. 6. This demand is governed by Hong Kong law. Yours faithfully, (Authorised Signatory) -------------------- for and on behalf of THE KOWLOON-CANTON RAILWAY CORPORATION - 5/7 - NOTES FOR GUIDANCE IN PREPARATION OF OFF-SHORE MANUFACTURING BOND These notes are prepared in order to assist the Bondsman in the preparation of the Off-shore Manufacturing Bond(s) and cross refer to the note references contained in the draft of the Bond. The note references contained in the draft Bond shall be deleted from the engrossments of the Bonds when prepared by the Bondsman. NOTE 1 The place of incorporation of the Bondsman should be inserted together with: (a) its registered address in the place of incorporation; and (b) the address of its place of business in Hong Kong. NOTE 2 This amount shall be the Cost Centre Value of the relevant Cost Centre which is to be paid for offshore goods or, where relevant, the part of the Cost Centre Value. NOTE 3 Insert relevant Cost Centre numbers as referred to in the Pricing Document contained in the Contract. NOTE 4 The amount to be inserted shall be 95% of the figure referred to in Recital (B). NOTE 5 The date to be inserted shall be in accordance with the Preamble to the Pricing Document. NOTE 6 The address for service shall be in Hong Kong. - 6/7 - NOTE 7 The Bond shall be executed under seal by the Bondsman. This may be done either by: (a) affixing the Corporate Seal of the Bondsman in the presence of authorised signatories in accordance with the Articles of Association or other constitutional documents of the Bondsman; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Bondsman in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed Bond: 1. if executed by affixing the Corporate Seal: (a) an extract from the Bondsman's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Bondsman; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board of the Bondsman, by which the execution of the Bond was approved; and 2. if executed by an attorney on behalf of the Bondsman: (a) a copy of the Power of Attorney by which the attorney is appointed by the Bondsman to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate the powers to the attorney e.g. copy of the Board Resolution authorising the appointment of the attorney or extracts from the Bondsman's Articles of Association or other constitutional documents dealing with the appointment of attorneys together with confirmation of the position or office held by the person giving the Power of Attorney. - 7/7 - This page left blank intentionally SCHEDULE 9 FORM OF DRAFT LEGAL OPINIONS Part A - For Parent Company Guarantees Part B - For Parent Company Undertakings Part C - For Bonds This page left blank intentionally SCHEDULE 9 PART A - DRAFT LEGAL OPINION FOR PARENT COMPANY GUARANTEES [To be prepared on headed notepaper of legal adviser] We write this letter in our capacity as legal adviser to [Insert name of Parent Company] ("the Parent Company"). We have examined the following documents: 1. a certified copy of the Memorandum and Articles of Association (or equivalent) of the Parent Company; 2. a certified copy of the Power of Attorney dated [Insert date of Power of Attorney] appointing Mr. [Insert name of attorney] as the true and lawful attorney of the Parent Company in Hong Kong for the purposes specified in the said Power of Attorney; 3. a certified copy of the resolution of the Board of Directors of the Parent Company authorising the appointment of Mr. [Insert name of attorney] as the true and lawful attorney of the Parent Company in Hong Kong as aforesaid; and 4. such other records and documents as we have deemed necessary or appropriate for the purposes of this opinion. Based upon such examination we are of the opinion that: 1. the Parent Company is a company duly incorporated and validly existing under the laws of [Insert country of incorporation of the Parent Company] and has full power and authority to carry on its business as it is now being conducted; 2. the Parent Company has the corporate power to provide a Guarantee in favour of the Kowloon-Canton Railway Corporation and has taken all necessary corporate and legal action in that regard; 3. the Parent Company may by its nominated attorney execute instruments as deeds and the Parent Company may accept and undertake all the consequences arising therefrom as if it had been able to affix a seal to such instruments in accordance with the laws of Hong Kong; and - 1/2 - 4. the Power of Attorney confers, under the laws of [Insert the proper law of the Power of Attorney] a valid and binding authority on the nominated attorney to execute instruments as deeds by attaching his personal seal thereto in Hong Kong in accordance with the laws of Hong Kong, and such legal, valid and binding obligations of the Parent Company as arise under the Guarantee under the laws of Hong Kong will constitute legal, valid and binding obligations of the Parent Company in and under the laws of [Insert country of incorporation of the Parent Company]. Notwithstanding the foregoing, we make the following provisos to this opinion: (i) we express no opinion with regard to any laws other than the laws of [Insert country of incorporation of the Parent Company]; and (ii) we have assumed that all documents examined by us are genuine and are signed by the persons by whom they are purported to be signed. This opinion is given in connection with the provision of a Guarantee by the Parent Company in favour of the Kowloon-Canton Railway Corporation and may be relied on solely by the Kowloon-Canton Railway Corporation and its successors and assigns. It is not made available for any other purpose and may not be relied upon by any other persons. - 2/2 - SCHEDULE 9 PART B - DRAFT LEGAL OPINION FOR PARENT COMPANY UNDERTAKINGS [To be prepared on headed notepaper of legal adviser] We write this letter in our capacity as legal adviser to [Insert name of Parent Company] ("the Parent Company"). We have examined the following documents: 1. a certified copy of the Memorandum and Articles of Association (or equivalent) of the Parent Company; 2. a certified copy of the Power of Attorney dated [Insert date of Power of Attorney] appointing Mr. [Insert name of attorney] as the true and lawful attorney of the Parent Company in Hong Kong for the purposes specified in the said Power of Attorney; 3. a certified copy of the resolution of the Board of Directors of the Parent Company authorising the appointment of Mr. [Insert name of attorney] as the true and lawful attorney of the Parent Company in Hong Kong as aforesaid; and 4. such other records and documents as we have deemed necessary or appropriate for the purposes of this opinion. Based upon such examination we are of the opinion that: 1. the Parent Company is a company duly incorporated and validly existing under the laws of [Insert country of incorporation of the Parent Company] and has full power and authority to carry on its business as it is now being conducted; 2. the Parent Company has the corporate power to provide an Undertaking in favour of the Kowloon-Canton Railway Corporation and has taken all necessary corporate and legal action in that regard; 3. the Parent Company may by its nominated attorney execute instruments as deeds and the Parent Company may accept and undertake all the consequences arising therefrom as if it had been able to affix a seal to such instruments in accordance with the laws of Hong Kong; and - 1/2 - 4. the Power of Attorney confers, under the laws of [Insert the proper law of the Power of Attorney] a valid and binding authority on the nominated attorney to execute instruments as deeds by attaching his personal seal thereto in Hong Kong in accordance with the laws of Hong Kong, and such legal, valid and binding obligations of the Parent Company as arise under the Undertaking under the laws of Hong Kong will constitute legal, valid and binding obligations of the Parent Company in and under the laws of [Insert country of incorporation of the Parent Company]. Notwithstanding the foregoing, we make the following provisos to this opinion: (i) we express no opinion with regard to any laws other than the laws of [Insert country of incorporation of the Parent Company]; and (ii) we have assumed that all documents examined by us are genuine and are signed by the persons by whom they are purported to be signed. This opinion is given in connection with the provision of an Undertaking by the Parent Company in favour of the Kowloon-Canton Railway Corporation and may be relied on solely by the Kowloon-Canton Railway Corporation and its successors and assigns. It is not made available for any other purpose and may not be relied upon by any other persons. - 2/2 - SCHEDULE 9 PART C - DRAFT LEGAL OPINION FOR BONDS [To be prepared on headed notepaper of legal adviser] We write this letter in our capacity as legal adviser to [Insert name of Bank] ("the Bank"). We have examined the following documents: 1. a certified copy of the Memorandum and Articles of Association (or equivalent) of the Bank; 2. a certified copy of the Power of Attorney dated [Insert date of Power of Attorney] appointing Mr. [Insert name of attorney] as the true and lawful attorney of the Bank in Hong Kong for the purposes specified in the said Power of Attorney; 3. a certified copy of the resolution of the Board of Directors of the Bank authorising the appointment of Mr. [Insert name of attorney] as the true and lawful attorney of the Bank in Hong Kong as aforesaid; and 4. such other records and documents as we have deemed necessary or appropriate for the purposes of this opinion. Based upon such examination we are of the opinion that: 1. the Bank is a company duly incorporated and validly existing under the laws of [Insert country of incorporation of the Bank] and has full power and authority to carry on its business as it is now being conducted; 2. the Bank has the corporate power to provide a bond in favour of the Kowloon-Canton Railway Corporation and has taken all necessary corporate and legal action in that regard; 3. the Bank may by its nominated attorney execute instruments as deeds and the Bank may accept and undertake all the consequences arising therefrom as if it had been able to affix a seal to such instruments in accordance with the laws of Hong Kong; and 4. the Power of Attorney confers, under the laws of [Insert the proper law of the Power of Attorney] a valid and binding authority on the nominated attorney to execute instruments as deeds by attaching his personal seal thereto in Hong Kong in accordance with the laws of Hong Kong, and such legal, - 1/2 - valid and binding obligations of the Bank as arise under the Bond under the laws of Hong Kong will constitute legal, valid and binding obligations of the Bank in and under the laws of [Insert country of incorporation of the Bank]. Notwithstanding the foregoing, we make the following provisos to this opinion: (i) we express no opinion with regard to any laws other than the laws of [Insert country of incorporation of the Bank]; and (ii) we have assumed that all documents examined by us are genuine and are signed by the persons by whom they are purported to be signed. This opinion is given in connection with the provision of a bond by the Bank in favour of the Kowloon-Canton Railway Corporation and may be relied on solely by the Kowloon-Canton Railway Corporation and its successors and assigns. It is not made available for any other purpose and may not be relied upon by any other persons. - 2/2 - SCHEDULE 10 INSURANCE POLICY This page left blank intentionally SCHEDULE 10 INSURANCE POLICY PREAMBLE 1. In accordance with Clause 32.1, the Employer shall take out a Contractor's All Risks and Third Party Legal Liability policy of insurance in the terms of the Policy Document provided herewith and with deductibles as stated therein. 2. In addition, the Employer shall take out excess Third Party Legal Liability insurance to a maximum limit of HK$1,000,000,000 (Hong Kong Dollars one thousand million) for any one occurrence/unlimited in the aggregate, during the period of the Project, in the same terms as the Primary Third Party Legal Liability, Section 2, of the policy provided herewith. - 1/1 - This page left blank intentionally SCHEDULE 11 PART A MARINE VESSEL LIABILITY INSURANCE This page left blank intentionally SCHEDULE 11 PART A MARINE VESSEL LIABILITY INSURANCE Class of Amount of Marine Vessels Type of Claim Cover Required -------------------------------------------------------------------------------- I A minimum HK$50m I B minimum HK$3m II A minimum US$50m II B minimum US$50m Class I is marine vessels of less than 2500 gross registered tons. Class II is marine vessels of more than 2500 gross registered tons. A:- Claims arising from pollution by petroleum or other similar hazardous products. B:- All other claims. N.B. 1. The amounts stated as "minimum" in the column "Amount of Cover Required" shall apply to each and every accident, occurrence or claim. 2. The insurance required for Class II marine vessels shall be either:- A. A Certificate of Entry with a mutual protection and indemnity association (P&I Club) endorsed to include (or with an additional policy to cover) the "Specialist Operations Buyback Cover" with a limit of indemnity of not less than US$50 million. B. A marine insurance policy subject to the "C300 Time Clauses" or equivalent either endorsed to include or with separate additional policies to cover:- - 1/2 - i. Pollution Risks ii. Institute War and Strike Clauses - Hulls Time iii. Protection and Indemnity insurance - War (excluding crew) iv. Protection and Indemnity insurance - War (crew) The protection and indemnity cover provided under all of these clauses shall be for not less than US$50 million. General Exclusions 1) The above provisions shall not apply to Type A claims arising from an accident or occurrence involving an unpowered vessel which:- (a) is used or hired by a supplier, and (b) carries not more than 1,200 litres of such products, in drums. 2) The above provisions shall not apply to Type B claims involving unpowered Class I vessels used or hired by suppliers. Powered Vessels For the purposes of the above provisions, unpowered marine vessels whilst attached to a tug are deemed to be powered. - 2/2 - SCHEDULE 11 PART B EMPLOYEE'S COMPENSATION INSURANCE This page left blank intentionally SCHEDULE 11 PART B EMPLOYEE'S COMPENSATION INSURANCE 1. The Employer shall facilitate the establishment of a Project Employee's Compensation Master Policy (PWEC) with Axa General Insurance Hong Kong Limited (Axa), an Insurance Company duly licensed by the Insurance Authority of the Hong Kong Special Administrative Region and in terms acceptable to the Employer. 2. In accordance with the provisions of Clause 33.1 (g) of the General Conditions, the Contractor shall procure insurance through the Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon) jointly for itself and for its sub-contractors of every tier from the Date for Commencement of the Works until the date of issue of the Defects Liability Certificate through the PWEC under procedures to be promulgated by the Employer before the Date of Commencement of the Works. 3. The Contractor shall pay the Employee's Compensation Insurance (ECI) premium and the Statutory Employee's Compensation Insurance Levy (ECIL), and any adjustment thereof as determined by the Axa, on production of an invoice by Aon and in any event the Contractor shall provide a payment receipt issued by Aon within 30 days from the date of Letter of Acceptance or within 30 days of the date of the invoice for any adjustment. Such amount of ECI premium and ECIL, as evidenced by the aforesaid payment receipts, will be reimbursed to the Contractor by the Employer which, notwithstanding any other provision of the Contract, shall be made without the deduction of Retention Moneys, by the instruction by the Engineer of the expenditure of the applicable Provisional Sum contained in the Pricing Document, pursuant to Clause 65.1(a) of the General Conditions. Without prejudice to any other provision of the Contract, a certificate certifying the reimbursement shall be issued by the Engineer within 7 days of the Contractor presenting the said receipts to the Engineer. Notwithstanding any other provision of the Contract, the Contractor shall not be entitled to receive - 1/2 - any overhead or profit from the Employer on the ECI premium and ECIL reimbursed by the Employer to the Contractor in accordance with the foregoing. 4. The insurance coverage provided by the PWEC shall follow the standard Accident Insurance Association of Hong Kong Employee's Compensation policy wording to indemnify the obligations of the Contractor and its sub-contractors of every tier and shall additionally include enhancements and extensions as set out in the following Synopsis, subject to any amendment required by Axa, other than as a result of default of the Employer. - 2/2 - SCHEDULE 12 MEDIATION RULES This page left blank intentionally SCHEDULE 12 MEDIATION RULES PREAMBLE Where any agreement provides for mediation under the Corporation's Mediation Rules, the parties shall be taken to have agreed that the mediation shall be conducted in accordance with the following Rules. The Rules are subject to such modification as the parties may agree in writing at any time. PARAGRAPH 1: MEDIATION 1.1 Mediation under these Mediation Rules is a private dispute resolution process in which a neutral person ("the mediator") helps the parties to reach a negotiated settlement. Mediation should be entered into by both parties with an open mind in an attempt to settle the Dispute amicably. The mediation process will be administered by the Hong Kong International Arbitration Centre (HKIAC), whose current address is: 38th Floor Two, Exchange Square Central Hong Kong Telephone: (852) 2525 2381 Fax: (852) 2524 2171 1.2 Either party may require the other party to participate in a mediation process in accordance with these Mediation Rules, as provided for in the General Conditions of Contract, but neither party shall be bound by an opinion, report, direction or order of the mediator except for an order in relation to costs made under Paragraph 8. The General Conditions of Contract require that all issues arising in a Dispute shall have been the subject of a reference under these Mediation Rules as a condition precedent to taking any step in arbitration proceedings. 1.3 Words and expressions used in these Mediation Rules shall have the meaning assigned to them in the General Conditions of Contract. PARAGRAPH 2: INITIATION OF MEDIATION PROCESS 2.1 In relation to any Dispute which has been referred to arbitration in accordance with Clause 78.5 of the General Conditions of Contract, either - 1/7 - party may within 30 (thirty) days after receipt of a notice of arbitration served by the other party initiate a mediation by delivering a written request for mediation ("the Request for Mediation") to the other party with copies to the Engineer and to the HKIAC. 2.2 The Request for Mediation shall: 2.2.1 contain a brief self-explanatory statement of the nature of the Dispute, the quantum in dispute (if any), and the relief or remedy sought; and 2.2.2 state the name of a person who is willing and able to act as the mediator, his current fee rates and any other conditions of appointment. PARAGRAPH 3: THE MEDIATOR 3.1. Mediation under these Mediation Rules will be conducted by a single mediator appointed in accordance with Paragraph 4. The mediator shall have no authority under the Contract to bind the parties other than by an order under Paragraph 8.5. PARAGRAPH 4: RESPONSE TO REQUEST FOR MEDIATION 4.1 The party who receives a Request for Mediation may, within 7 (seven) days of service of the Request for Mediation, serve written notice of objection to the person nominated as the mediator. Any such notice of objection shall put forward the names of at least two persons willing and able to act as the mediator and their current fee rates and any other conditions of appointment. Copies of such notice of objection shall be sent to the Engineer and to HKIAC. 4.2 Subject to Paragraph 6, in the absence of service of a notice of objection in accordance with Paragraph 4.1, the person nominated in the Request for Mediation shall be deemed to be acceptable to the party receiving a Request for Mediation. 4.3 In the event of service of a notice of objection, the parties shall attempt to agree a person willing and able to act as the mediator and, failing agreement within fourteen 14 (fourteen) days of service of the notice of objection, either party may request the HKIAC to nominate a mediator. 4.4 Within 14 (fourteen) days of receipt of a request for nomination, the HKIAC shall nominate a mediator who is prepared to serve and is not disqualified under Paragraph 6. - 2/7 - PARAGRAPH 5: COMMENCEMENT OF THE MEDIATION 5.1 Subject to Paragraph 6, the mediation shall be deemed for the purposes of these Mediation Rules to commence on the date ("the Mediation Commencement Date") of appointment of a person willing and able to act as mediator, being the date upon which: 5.1.1 the person nominated as such in the request for mediation is deemed acceptable under Paragraph 4.2; or 5.1.2 the parties agree the identity of the mediator under Paragraph 4.3 or otherwise; or 5.1.3 the HKIAC makes a nomination under Paragraph 4.4; or 5.1.4 the HKIAC makes a nomination under Paragraph 6. 5.2 The party who served the Request for Mediation shall notify the Engineer and the HKIAC in writing of the identity of the mediator upon receipt of confirmation from that person of his acceptance of the appointment. PARAGRAPH 6: DISQUALIFICATION OF THE MEDIATOR 6. No person shall serve as mediator in any Dispute in which that person has any financial or personal interest in the result of the mediation except by written consent of the parties. Prior to accepting an appointment, the proposed mediator shall disclose to the HKIAC any circumstances likely to create a presumption of bias or prevent a prompt resolution of the Dispute. Upon receipt of the information, the HKIAC shall immediately communicate the information in writing to the parties for their comments. If any party serves on the HKIAC and the other party a written objection to the proposed mediator within 7 (seven) days of receipt of such communication, he shall not be appointed. In such a case, within 14 (fourteen) days of such written objection, the HKIAC shall nominate a further mediator in accordance with the terms of Paragraph 4.4. PARAGRAPH 7: CONDUCT OF THE MEDIATION 7.1. The mediator shall enter upon the mediation as soon as possible after his appointment and shall use his best endeavours to conclude the mediation as expeditiously as possible, but in any event the mediation process shall not continue for more than 42 (forty two) days from the Mediation Commencement Date unless the parties agree otherwise. - 3/7 - 7.2. The parties shall at all times give assistance to the mediator to enable the mediation to proceed. 7.3 The parties may be represented by whomever they consider appropriate. Within 7 (seven) days of the Mediation Commencement Date, the parties shall inform the mediator and the other party of the names and addresses of the individuals who will represent them in the mediation. 7.4 The mediator shall inform himself in any way he thinks fit of the nature and facts of the Dispute including requiring the Engineer to see him. 7.5 The mediator shall conduct the mediation in such a manner as will permit full and expeditious presentation to him by the parties of their views. The mediator may see the parties together or separately for the purpose of informing himself of the nature and facts of the Dispute. 7.6 If the mediator considers it appropriate, or if he is requested by the parties, he may express preliminary views orally or in writing on the matters in dispute during the mediation. The mediator may, and shall if requested by the parties, seek legal or other advice from third parties not connected with the Dispute. 7.7 During the course of the mediation, the mediator may attempt various compromise solutions with the parties in an informal manner. Should a solution be agreed it will be accepted by both parties in accordance with Paragraph 7.9. 7.8 Notwithstanding Paragraph 7.1, the mediator may abandon the mediation whenever in his judgement further efforts at mediation would not lead to a settlement of the Dispute and he shall notify the parties in writing. 7.9 The mediation shall be a private and confidential matter between the parties to the Contract and the procedures of the mediation should be so conducted. In the event that the mediation is successful, neither party shall be bound until the terms of the settlement have been recorded in writing and signed by both parties. Copies of the signed agreement shall be provided to the Engineer by the party issuing the Request for Mediation, who shall also inform the HKIAC that the Dispute has been settled. 7.10 Nothing that transpires during the course of the mediation (other than a signed settlement agreement) shall affect the rights or prejudice the position of the parties to the Dispute under the Contract or in any subsequent arbitration or litigation, and, without prejudice to the foregoing: - 4/7 - (a) no opinion given, report produced and terms of settlement recommended by the mediator shall be disclosed to the arbitrator or court; (b) the fact that information of whatsoever nature was made available to the mediator shall not mean that privilege or confidentiality is waived for any subsequent arbitration or litigation; and (c) the fact that the accuracy of information or the validity or meaning of documents was not challenged during the mediation shall not preclude a challenge in subsequent arbitration or litigation. PARAGRAPH 8: COSTS 8.1 Each party shall, within 7 (seven) days of the Mediation Commencement Date, deposit the sum of HK$50,000 with the HKIAC as a payment on account of the cost and proper expenses of the mediation. The sum of HK$50,000 shall be subject to annual review and adjustment by the HKIAC. 8.2 The mediator may at any time during the course of the mediation require the parties to make a further deposit or deposits with the HKIAC to cover anticipated additional fees and expenses. 8.3 In the event of default by a party in making a deposit required under Paragraphs 8.1 or 8.2, the other party may either: 8.3.1 make such payment itself, in which case the provisions of Paragraph 8.5 will apply; or 8.3.2 serve notice on the party in default requiring payment within seven 7 (seven) days failing which the mediation shall be deemed to be abandoned upon the expiry of such period. 8.4 Subject to any order the mediator may make under Paragraph 8.5: 8.4.1 all fees and expenses of the mediator (including any costs incurred pursuant to Paragraph 7.6) and all administrative costs and expenses of the mediation and of the HKIAC shall be borne equally by the parties and each party shall bear its own costs regardless of the outcome of the mediation or of any subsequent arbitration or litigation; 8.4.2 at the conclusion of the mediation, the HKIAC shall deduct the costs and expenses of the mediation from the monies deposited under Paragraphs 8.1 and 8.2 and shall return any surplus as follows: - 5/7 - 8.4.2.1 in the event and to the extent of any payment made under Paragraph 8.3.1, to the party making such payment; 8.4.2.2 subject to Paragraph 8.4.2.1, to the parties in equal shares. 8.4.3 in the event that at the conclusion of the mediation, the costs and expenses of the mediation exceed the monies deposited under Paragraphs 8.1 and 8.2, the mediator may order the shortfall to be paid equally by the parties. The Employer will pay the full amount of the shortfall to the HKIAC within 21 (twenty one) days of such order and the Contractor shall reimburse the Employer half the amount of such shortfall within 28 (twenty eight) days of such order. 8.5 The mediator shall have power: 8.5.1 to order one party to reimburse the other party such sum or sums as may have been deposited by the other party under Paragraph 8.3.1 to the extent that such sum or sums will not be refunded by the HKIAC in accordance with Paragraph 8.4.2; 8.5.2 in the event that the mediator finds that the mediation has been initiated or conducted frivolously or vexatiously, to order the party who initiated or conducted the mediation in a frivolous or vexatious manner to reimburse the other party, in full or in such part as the mediator considers appropriate, in respect of: 8.5.2.1 the other party's liability for the fees and expenses of the mediator and the administrative costs of the mediation; and/or 8.5.2.2 the other party's legal or other costs reasonably incurred in connection with preparation for and attendance during the mediation, such costs to be assessed by the mediator in default of agreement between the parties. 8.5.3 Both parties agree to be bound by an order of the mediator made under Paragraph 8.5 and any liability on one party to make payment to the other party pursuant to such an order shall be deemed a debt due. PARAGRAPH 9: MEDIATOR NOT SUBSEQUENTLY TO ACT AS ARBITRATOR 9.1 The mediator shall not be appointed as arbitrator in any subsequent arbitration between the parties, whether arising out of the Dispute or otherwise arising out of the Contract unless the parties agree otherwise in writing. Neither party shall be entitled to call the mediator as a witness in any subsequent arbitration or litigation arising out of the Contract. Any - 6/7 - communications whether oral or written which either party shall have with the mediator or with other parties in connection with the mediation shall be absolutely privileged. PARAGRAPH 10: WRITTEN RECORD 10.1 No formal written record shall be kept of the mediation process. Any written view expressed under Paragraph 7.6 and any notes or record made by the mediator, and/or the parties, shall remain private and confidential and not subject to disclosure in any subsequent proceedings. PARAGRAPH 11: EXCLUSION OF LIABILITY 11.1 It is agreed that the mediator and the HKIAC shall not be liable to any party for any act or omission in connection with any mediation conducted under these Mediation Rules, save for the consequences of fraud or dishonesty. PARAGRAPH 12: LANGUAGE 12.1 The language of the mediation shall be English and all written communications and hearings shall be conducted in the English language unless the parties and the mediator otherwise agree. - 7/7 - This page left blank intentionally SCHEDULE 13 ARBITRATION RULES This page left blank intentionally SCHEDULE 13 ARBITRATION RULES PARAGRAPH 1: COMMENCEMENT OF ARBITRATION 1.1 Any party wishing to commence an arbitration under these Rules ("the Claimant") shall send to the other party ("the Respondent") a written notice requiring the Respondent to appoint or to concur in appointing an Arbitrator ("Notice of Arbitration") which shall include, or be accompanied by: (a) the names and addresses (and telephone and fax numbers as appropriate) of the parties to the Dispute and, where the parties choose to be represented by a Representative (under Paragraph 7) and wish to have communications sent to their Representative, the Representative's name and address (and telephone and fax numbers); (b) reference to the principal contractual documents in which the arbitration clause is contained or under which the arbitration arises; (c) a brief statement describing the nature and circumstances of the Dispute, and specifying in outline the relief claimed; and (d) subject to Paragraph 1.4, a proposal that the Hong Kong International Arbitration Centre (HKIAC) appoint the arbitrator or provide a list of up to three names from which the Respondent may choose an Arbitrator. The arbitration shall be deemed to commence on the date of receipt by the Respondent of the Notice of Arbitration. 1.2 A copy of the Notice of Arbitration shall be sent to the Secretary General of the HKIAC ("the Secretary General") at the same time that it is sent to the Respondent. 1.3 For the purpose of facilitating the choice of the arbitrator, within 28 (twenty- eight) days of receipt of the Notice of Arbitration, the Respondent shall send to the Claimant a Response containing: (a) confirmation or denial of his willingness to arbitrate and, if denial, the grounds relied upon; and (b) subject to Paragraph 1.4:- (i) confirmation or denial of all or part of the claims; - 1/12 - (ii) a brief statement of the nature and circumstances of any envisaged counterclaims; (iii) details of its Representative, if appropriate; and (iv) a response to any proposal under Paragraph 1.1(d), including confirmation of agreement or a list of up to three names from which the Claimant may choose an Arbitrator. 1.4 If the parties' agreement provides that no steps shall be taken in any reference of a Dispute to arbitration until after the substantial completion or alleged substantial completion of works or any other identified point in time and the Notice of Arbitration is served before such time: (a) the Claimant need not include in the Notice of Arbitration the details identified in Paragraph 1.1(d); (b) the Respondent need not include in the Response the details identified in Paragraph 1.3(b); and (c) if either party wishes to take steps in the reference after the time restriction has passed, he shall serve written notice to that effect upon the other party and: (i) if the Claimant serves such notice, he shall include in it the details identified in Paragraph 1.1(d); (ii) if the Respondent serves such notice, he shall include in it the details identified in Paragraph 1.3(b)(i) - (iii) and a list of up to three names from which the Claimant may choose an Arbitrator; and (iii) the recipient of such notice shall respond accordingly within 28 (twenty-eight) days of receiving it; in the case of the Respondent in accordance with Paragraph 1.3(b) (insofar as he has not previously responded) and in the case of the Claimant by confirmation of agreement to a name in the Respondent's list or by submitting a list of up to three names from which the Respondent may choose an Arbitrator, and (iv) for the purposes of Paragraph 3.3 only, the commencement of the arbitration shall be deemed to be the date of receipt of such notice. - 2/12 - 1.5 A copy of the Response shall be sent to the Secretary General at the same time that it is sent to the Claimant. 1.6 Failure to send a Response shall not preclude the Respondent from denying the claim nor from setting out a counterclaim in its Statement of Defence. PARAGRAPH 2: APPOINTING AUTHORITY 2.1 Unless otherwise agreed by the parties, the Appointing Authority shall be the HKIAC whose current address is: 38th Floor Two, Exchange Square Central Hong Kong Tel: (852) 2525 2381 Fax: (852) 2524 2171 2.2 Any application to the Appointing Authority to act in accordance with the Rules shall be accompanied by: (a) copies of the Notice of Arbitration and Response and any other related correspondence; (b) confirmation in writing that a copy of the application has been sent to or received by the other party; and (c) particulars of any method or criteria of selection of the arbitrator agreed by the parties. PARAGRAPH 3: APPOINTMENT OF ARBITRATOR 3.1 There shall be a sole Arbitrator. 3.2 (a) The Arbitrator shall be and remain at all times wholly independent and impartial and shall not act as advocate for any party. (b) Prior to and after appointment, the Arbitrator shall disclose to the parties any circumstances likely to create an impression of bias or prevent a prompt resolution of the Dispute between the parties. Except by consent of the parties, no person shall serve as an Arbitrator in any Dispute in which that person has any interest which, if a party knew of it, might lead him to think that the Arbitrator might be biased. - 3/12 - 3.3 The Arbitrator may be appointed by agreement of the parties. Failing such agreement within 42 (forty-two) days of the commencement of the arbitration in accordance with Paragraph 1, the Arbitrator shall upon the application of either party be appointed by the Appointing Authority. 3.4 If the Arbitrator, after appointment, dies, is unable to act, or refuses to act, the Appointing Authority will, upon request by either party, appoint another Arbitrator. PARAGRAPH 4: COMMUNICATION BETWEEN PARTIES AND THE ARBITRATOR 4.1 Where the Arbitrator sends any communication to one party, he shall send a copy to the other party. 4.2 Where a party sends any communication (including Statements and documents under Paragraph 6) to the Arbitrator, it shall be copied to the other party and be indicated to the Arbitrator to have been so copied. 4.3 The addresses of the parties for the purpose of all communications arising under the Rules shall be those set out in the Notice of Arbitration, or as either party may at any time notify the Arbitrator and the other party. 4.4 Unless the contrary is proved, any communication by post shall be deemed to be received in the ordinary course of mail and any instantaneous means of communication (e.g. facsimile) shall be deemed to be received on the same day as transmitted. It shall be a condition of valid service by facsimile that the hard copy is subsequently sent forthwith to the recipient by hand or post 4.5 All communications between the parties and the Arbitrator (and vice versa) and any other information concerning the arbitration shall not be disclosed to third parties without the agreement of all parties. PARAGRAPH 5: CONDUCT OF THE PROCEEDINGS 5.1 In the absence of procedural rules agreed by the parties or contained herein, the Arbitrator shall have the widest discretion allowed by law to conduct the proceedings so as to ensure the just, expeditious, economical, and final determination of the Dispute. 5.2 Any party wishing the Arbitrator to adopt a simplified or expedited procedure should apply to the Arbitrator as soon as is reasonably practicable after the Arbitrator's acceptance of his appointment. - 4/12 - PARAGRAPH 6: SUBMISSION OF WRITTEN STATEMENTS AND DOCUMENTS 6.1 Subject to any procedural rules agreed by the parties or determined by or requested from the Arbitrator under Paragraph 5, the written stage of the proceedings shall be as set out in this Paragraph (and in accordance with Paragraph 4). 6.2 Within 28 (twenty-eight) days of receipt by the Claimant of notification of the Arbitrator's acceptance of the appointment, the Claimant shall send to the Arbitrator a Statement of Claim setting out a full description in narrative form of the nature and circumstances of the Dispute specifying all factual matters and, if necessary for the proper understanding of the claim, a summary of any propositions of law relied upon. 6.3 Within 35 (thirty-five) days of receipt of the Statement of Claim, the Respondent shall send to the Arbitrator a Statement of Defence setting out a full description in narrative form which of the factual matters and propositions of law in the Statement of Claim he admits or denies, on what grounds, and specifying any other factual matters and, if necessary for the proper understanding of the defence, a summary of any propositions of law relied upon. Any Counterclaims shall be submitted with the Statement of Defence in the same manner as claims are set out in the Statement of Claim. 6.4 Within 21 (twenty-one) days of receipt of the Statement of Defence, the Claimant may send to the Arbitrator a Statement of Reply which, where there are Counterclaims, shall include a Defence to Counterclaim. 6.5 If the Statement of Reply contains a Defence to Counterclaim, the Respondent may within a further 21 (twenty-one) days send to the Arbitrator a Statement of Reply regarding Counterclaims. 6.6 All Statements referred to in this Paragraph shall be accompanied by copies (or, if they are especially voluminous and by leave of the Arbitrator, lists) of all essential documents on which the party concerned relies and which have not previously been submitted by any party, and (where appropriate) by any relevant samples. 6.7 The Arbitrator may order the parties to produce any additional documents he may specify. 6.8 As soon as practicable following completion of the submission of the Statements specified in this Paragraph, the Arbitrator shall proceed in such manner as has been agreed by the parties, or pursuant to his authority under the Rules. - 5/12 - PARAGRAPH 7: REPRESENTATION 7.1 A party may conduct his case in person or be represented throughout or in part by lawyers or other advisers or representatives of his choice (the Representative). A party shall notify the Arbitrator and the other parties of the name of his Representative and his address (and telephone, telex and fax numbers) and of any change therein as soon as practicable after any such change. PARAGRAPH 8: HEARINGS 8.1 Subject to Paragraph 12, each party has the right to be heard before the Arbitrator, unless the parties have agreed to a "documents only" arbitration under Paragraph 24. 8.2 The Arbitrator shall fix the date, time and place of any meetings and hearings in the arbitration, and shall give the parties reasonable notice thereof. 8.3 The Arbitrator may in advance of hearings provide the parties with a list of matters or questions to which he wishes them to give special consideration. 8.4 The Arbitrator may order opening and closing statements to be in writing and shall fix the periods of time for communicating such statements and any replies that may be necessary. 8.5 The Arbitrator may also order a transcript of any hearing or part of any hearing. 8.6 All meetings and hearings shall be in private unless the parties agree otherwise. PARAGRAPH 9: WITNESSES 9.1 The Arbitrator may require each party to give notice of the identity of witnesses he intends to call. Before a hearing, the Arbitrator may also require the exchange of witness statements and of expert reports. 9.2 The Arbitrator has discretion to allow, limit, or refuse to allow the appearance of witnesses, whether witnesses of fact or expert witnesses. 9.3 Any witness who gives oral evidence may be questioned by each party or its Representative, under the control of the Arbitrator, and may be required by the Arbitrator to testify under oath or affirmation in accordance with the Arbitration Ordinance. The Arbitrator may put questions at any stage of the examination of the witnesses. 9.4 The testimony of witnesses may be presented in written form, either as signed statements or by duly sworn affidavits, and the Arbitrator may order that such statements or affidavits shall stand as evidence-in-chief. Subject to Paragraph - 6/12 - 9.2, any party may request that such a witness should attend for oral examination at a hearing. If the witness fails to attend, the Arbitrator may place such weight on the written testimony as he thinks fit, or may exclude it altogether. PARAGRAPH 10: ASSESSOR APPOINTED BY THE ARBITRATOR 10.1 Unless otherwise agreed by the parties, the Arbitrator:- (a) may appoint an Assessor to assist him; and (b) may require a party to give any such Assessor any relevant information or to produce, or to provide access to, any relevant documents, goods or property for inspection by the Assessor. PARAGRAPH 11: POWERS AND JURISDICTION OF THE ARBITRATOR 11.1 Without prejudice to the generality of Paragraph 5.1, and unless the parties at any time agree otherwise, the Arbitrator shall have the power and/or jurisdiction to:- (a) allow any party, upon such terms (as to costs and otherwise) as he shall determine, to amend any document submitted under Paragraph 6; (b) extend or abbreviate any time limits provided by these Rules or by his directions; (c) conduct such enquiries as may appear to the Arbitrator to be necessary or expedient; (d) order the parties to make any property or thing available for inspection, in their presence, by the Arbitrator or any Assessor; (e) order any party to produce to the Arbitrator, and to the other parties for inspection, and to supply copies of any documents or classes of documents in their possession, custody or power which the Arbitrator determines to be relevant; (f) without prejudice to Clause 78.11 of the General Conditions, order the rectification of any mistake which he determines to be common to the parties; (g) rule on the existence, validity or termination of the Contract; - 7/12 - (h) rule on his own jurisdiction, including any objections with respect to the existence or validity of the arbitration agreement or to his terms of reference; (i) determine any question of law arising in the arbitration; (j) receive and take into account such written or oral evidence as he shall determine to be relevant, whether or not strictly admissible in law; (k) proceed in the arbitration and make an award notwithstanding the failure or refusal of any party to comply with the Rules or with the Arbitrator's written orders or written directions, or to exercise its right to present its case, but only after giving that party written notice that he intends to do so; (l) order any party to provide security for the legal or other costs of any other party by way of deposit or bank guarantee or in any other manner the Arbitrator thinks fit; and (m) order any party to provide security for all or part of any amount in dispute in the arbitration. PARAGRAPH 12: DEFAULT BY A PARTY 12.1 If the Claimant fails to attend any hearing of which due notice has been given, the Arbitrator may make an award on the substantive issues and an award as to costs, with or without a hearing. If the Respondent fails to submit a Statement of Defence or to attend any hearing after due notice has been given, the Arbitrator may conduct the hearing in the absence of the Respondent and make an award on the evidence. PARAGRAPH 13: VENUE 13.1 The venue of the arbitration will be Hong Kong but the Arbitrator may decide for the purpose of expediting any hearing or saving costs to hear witnesses or oral argument or consult with an Assessor (if appointed) at any place the Arbitrator deems appropriate having regard to the circumstances of the arbitration. PARAGRAPH 14: LANGUAGE 14.1 The language of the arbitration shall be English and all written communications and statements and all hearings shall be conducted in the English language unless the parties and the Arbitrator otherwise agree. - 8/12 - 14.2 The Arbitrator may order that any documents other than written statements which are produced in the course of the arbitration in their original language shall be accompanied by a translation into the language of the arbitration, such translation to be certified if not agreed. 14.3 Unless the Arbitrator otherwise orders, witnesses shall be entitled to give their evidence in the language of their choice and the Arbitrator may order the translation of that evidence into the language of the arbitration by a suitably qualified person. PARAGRAPH 15: DEPOSITS AND SECURITY 15.1 The Arbitrator may direct the parties, in such proportions as he deems just to make one or more deposits to secure the Arbitrator's fees and expenses. Such deposits shall be made to and held by the Arbitrator, the HKIAC or some other person or body to the order of the Arbitrator, as the Arbitrator may direct, and may be drawn from as required by the Arbitrator. Interest on sums deposited, if any, shall be accumulated to the deposits. PARAGRAPH 16: THE AWARD 16.1 The Arbitrator shall make his award in writing and, unless all the parties agree otherwise, shall state the reasons upon which his award is based. The award shall state its date and shall be signed by the Arbitrator. 16.2 The Arbitrator shall be responsible for delivering the award or certified copies thereof to the parties provided that the Arbitrator has been paid his fees and expenses. 16.3 The Arbitrator may make interim awards or separate awards on different issues at different times. 16.4 If, before me award is made, the parties agree on a settlement of the Dispute, the Arbitrator shall either issue an order for termination of the reference to arbitration or, if requested by both parties and accepted by the Arbitrator, record the settlement in the form of a consent award. The Arbitrator shall then be discharged and the reference to arbitration concluded, subject to payment by the parties of any outstanding fees and expenses of the Arbitrator. PARAGRAPH 17: INTERPRETATION OF AWARDS, CORRECTION OF AWARDS AND ADDITIONAL AWARDS 17.1 Within 14 (fourteen) days of the date of the award, unless another period of time has been agreed upon by the parties, a party may by written notice to the Arbitrator request the Arbitrator to give an interpretation of the award. Such - 9/12 - party may also request the Arbitrator to correct in the award any errors in computation, any clerical or typographical errors or any errors of a similar nature. If the Arbitrator considers the request to be justified, he shall provide an interpretation or correction within 14 (fourteen) days of receiving the request. Any interpretation or correction shall be given in writing and shall be notified in writing to the parties and shall become part of the award. 17.2 The Arbitrator may correct any error of the type referred to in Paragraph 17.1 on his own initiative within 14 (fourteen) days of the date of the award. 17.3 Unless otherwise agreed by the parties, a party may request the Arbitrator within 14 (fourteen) days of the date of the award, and with written notice to the other party, to make an additional award as to claims presented in the reference to arbitration but not dealt with in the award. If the Arbitrator considers the request to be justified, he shall notify the parties within 7 (seven) days and shall make the additional award within 21 (twenty-one) days. 17.4 The provisions of Paragraph 16 shall apply to any interpretation or correction of the award and to any additional award. PARAGRAPH 18: PAYMENT INTO COURT 18.1 Any party may at any time avail himself of the procedure for payment into court pursuant to the provisions of Order 73 of the Rules of the Supreme Court of Hong Kong. No account shall be taken by the Arbitrator of any written or oral offer of settlement where a payment into court could have been made. PARAGRAPH 19: COSTS 19.1 The Arbitrator shall specify in the award the total amount of his fees and expenses, including the charges of any administrator, Assessor, transcriber or translator. Unless the parties shall agree otherwise after the Dispute has arisen, the Arbitrator shall determine the proportions in which the parties shall pay such fees and expenses, provided that the parties will be jointly and severally liable to the Arbitrator for payment of all such fees and expenses until they have been paid in full. If the Arbitrator has determined that all or any of his fees and expenses shall be paid by any party other than a party which has already paid them to the Arbitrator, the latter party shall have the right to recover the appropriate amount from the former. 19.2 Unless the parties shall agree otherwise after the Dispute has arisen, the Arbitrator may order in his award that all or part of the legal or other costs of one party reasonable in amount and reasonably incurred in respect of the arbitration in relation to the same Dispute shall be paid by the other party. The - 10/12 - Arbitrator shall also have power to tax such costs and shall do so if requested by the parties. 19.3 If the Arbitration is abandoned, suspended or concluded, by agreement or otherwise, before the final award is made, the parties shall be jointly and severally liable to pay to the Arbitrator his fees and expenses including the charges of any administrator, Assessor, transcriber or translator as determined by him. PARAGRAPH 20: INTEREST 20.1 The Arbitrator may order that interest be paid subject to and in accordance with the Contract PARAGRAPH 21: EXCLUSION OF LIABILITY 21.1 Without prejudice to any existing rule of law, it is agreed that the Arbitrator shall not be liable to any party for any act or omission in connection with any arbitration conducted under the Rules, save for the consequences of fraud or dishonesty. 21.2 The Appointing Authority and its Secretary General shall not be liable to any party for any act or omission in connection with any arbitration conducted under the Rules, save for the consequences of fraud or dishonesty. 21.3 After the award has been made and the possibilities of interpretation, correction and additional awards referred to in Paragraph 17 have lapsed or been exhausted, the Arbitrator shall not be under any obligation to make any statement to any person about any matter concerning the arbitration, and no party shall seek to make the Arbitrator a witness in any legal proceedings arising out of the arbitration. PARAGRAPH 22: WAIVER 22.1 A party which knew or ought to have known of non-compliance with the Rules and yet proceeds with the arbitration without promptly stating its objection to such non-compliance, shall be deemed to have waived its right to object The Arbitrator shall determine any issue which may arise as to whether a party has waived the right to object to the non-compliance by any other party with the Rules. - 11/12 - PARAGRAPH 23: INTERPRETATION AND GENERAL CLAUSES ORDINANCE 23.1 The Interpretation and General Clauses Ordinance (or any statutory modification or re-enactment thereof for the time being in force) shall apply to the Rules. PARAGRAPH 24: DOCUMENTS-ONLY ARBITRATION 24.1 Where the parties have agreed that a documents-only arbitration procedure shall be adopted, the parties shall not be entitled to a hearing and the testimony of any witness shall be presented in written form and shall be submitted in accordance with Paragraph 6.6. If the Arbitrator feels unable to make an award on the basis of the documents submitted, he shall be entitled to require further evidence or submissions whether oral or in writing, 24.2 If a party fails to submit any statement in accordance with Paragraph 6, the Arbitrator may make an award on the substantive issues and an award as to costs without a hearing. - 12/12 - SCHEDULE 10 OF GENERAL CONDITIONS OF CONTRACT SCHEDULE 10 POLICY OF INSURANCE COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY [STAMPS] 28 October 2002 Contract No. LCC-300 SCHEDULE 10 OF GENERAL CONDITIONS OF CONTRACT SCHEDULE 10 POLICY OF INSURANCE COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY [STAMPS] 28 October 2002 Contract No. LCC-300 EAST RAIL EXTENSIONS POLICY OF INSURANCE COMBINED CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY As referred to in Schedule 10 of the General Conditions of Contract Specifically for the KOWLOON-CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS arranged by AON RISK SERVICES HONG KONG LTD as Brokers FINAL REVISION 6 - 26 MAY 2000 [LOGO] COMPANIES COLLECTIVE POLICY IN CONSIDERATION of the Insured named in the Schedule hereto having paid premium set forth in the said Schedule to the Insurers who have hereunto subscribed their Names (hereafter referred to as "the Insurers"). THE INSURERS HEREBY SEVERALLY AGREE each for the proportion set against its name to indemnify the Insured or Insured's Executors, Administrators and Assigns against Loss as set forth herein during the period of Insurance stated in the said Schedule or during any subsequent period as may be mutually agreed upon between the Insured and the Insurers. PROVIDED that: (1) the liability of the Insurers shall not exceed the limits of liability expressed in the said Schedule or such other limits of liability as may be substituted therefor by memorandum hereon or attached hereto signed by or on behalf of the Insurers. (2) the liability of each of the Insurers individually in respect of such loss shall be limited to the proportion set against its name. If the Insured shall make any claim knowing the same to be false or fraudulent as regards amount or otherwise this Policy shall become void and all claims hereunder shall be forfeited. IN WITNESS WHEREOF I being a representative of the leading Company which is duly authorised by the Insurers have hereunto subscribed my name on their behalf. CONTRACTORS ALL RISKS AND THIRD PARTY LEGAL LIABILITY 1 THE SCHEDULE 1.1 Policy No. : 2077560100 1.2 The Insured : Kowloon-Canton Railway Corporation as Owners and/or all Contractors and/or all Sub-Contractors of every tier and/or Consultants of every tier employed by the aforesaid Owners and Contractors all for their respective rights and interests 1.3 The Insured Programme : Construction of the Kowloon-Canton Railway Corporation's East Rail Extensions Programme and such additional advance or related works as may be included within its scope. 1.4 The Insured Projects : The Tsim Sha Tsui Extension The Ma On Shan Rail The Lok Ma Chau Spur Line and any ancillary or associated works of each. 1.5 The Insured Contracts : Each individual contract let separately within an Insured Project and including any supply and/or works orders issued in conjunction therewith and including such additional works as may be incorporated and all enabling works for future property developments. 1.6 Period of Insurance A. Construction Period of Insurance From 1 August 2000 until 31 December 2004 and/or the commencement of commercial operation of each of the Insured Projects of the East Rail Extensions Programme whichever is the later and, B. Defects Liability Period of Insurance 12 months Defects Liability Period or landscape establishment period or to the extent and terms defined in each applicable contract separately. N.B. Any extension in the Construction Period of Insurance required by the Insured shall be automatically allowed by the Insurer provided that such extension shall not exceed 2 years. In the event that the construction period for the main works exceeds 4 years and 5 months an additional premium shall be mutually agreed but not exceeding pro-rata of the originally agreed premium rate. 1.7 The Insurers : Those Insurers who have subscribed their names to this policy each for his own part and/or percentage as set beside his name and who have agreed to follow in every particular the decisions of the leading underwriter being the first named Insurer hereunder. Page 1 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions THE SCHEDULE - Continued 1.8 Section 1 : All Risks 1.8.1 The Insured : All Works, temporary works, components, Property equipment, materials and goods for incorporation therein, rolling stock and works trains, spares, temporary buildings, office equipment and all other property or equipment of whatsoever nature or description (but excluding Contractors' plant and equipment and spare parts therefore) all being the property of the Insured or for which they may be responsible or hold themselves responsible at the site of the Insured Project or works or elsewhere within the Territorial Limits including whilst in Transit in connection with the Insured Projects. 1.8.2 Territorial Limits : Anywhere within the Hong Kong Special Administrative Region that may be used in connection with the East Rail Extensions Programme. 1.8.3 Sum Insured : The Estimated Project Sum Insured being HK$19,082 million (Hong Kong Dollars Nineteen Thousand and Eighty-Two million). 1.8.4 The Deductibles under Section 1 : 1.8.4.1 HK$ 200,000 : each and every loss arising out of storm, tempest, typhoon, floodwater damage, subsidence, landslide, collapse, earthquake or tsunami. 1.8.4.2 HK$ 1,250,000 : each and every loss arising out of design, workmanship or materials in accordance with Memorandum 2.2.10. 1.8.4.3 HK$ 75,000 : each and every other loss in respect of contracts with values at inception exceeding HK$400,000,000. 1.8.4.4 HK$ 45,000 : each and every other loss in respect of contracts with values at inception between HK$400,000,000 and HK$ 100,000,000. 1.8.4.5 HK$ 20,000 : each and every other loss in respect of contracts with values at inception below HK$100,000,000. Page 2 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions THE SCHEDULE - continued 1.9 Section 2 : Third Party Liability 1.9.1 The Liabilities : Indemnification of liabilities incurred by the Insured in the course of undertaking the Insured Projects as defined herein. 1.9.2 The Territorial : Anywhere in the world (subject to Memorandum Limits 3.2.5). 1.9.3 Limit of Liability : HK$100,000,000 any one occurrence/unlimited in the aggregate during the Period of Insurance. 1.9.4 The Deductibles under Section 2 : 1.9.4.1 HK$100,000 : any one occurrence in respect of loss of or damage to third party property arising out of subsidence, collapse, vibration, weakening or removal of support or other ground movements. 1.9.4.2 HK$100,000 or 50% : any one occurrence involving loss of or whichever is the damage to oil filled and/or fibre optic greater of the amount cables. of loss or damage to any underground utility services 1.9.4.3 HK$30,000 or 25% : any one occurrence involving loss of or whichever is the damage to underground utility services other greater of the amount than occurrences as described in 1.9.4.2. of loss or damage to any underground utility services 1.9.4.4 HK$20,000 : any one occurrence in respect of loss of or damage to third party property other than occurrences as described in 1.9.4.1, 1.9.4.2 or 1.9.4.3 above. Page 3 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions LIST OF INSURERS SUBSCRIBING TO THIS POLICY Insurer Share ------- ----- CORNHILL INSURANCE PLC 19.0% (for Allianz Cornhill International) THE MING AN INSURANCE CO(HK) LTD 12.5% MUNICHRE GENERAL SERVICES LTD 9.0% AXA GENERAL INSURANCE HONG KONG LTD 7.5% SCOR CHANNEL LTD 7.0% WINTERTHUR SWISS INSURANCE (ASIA) LTD 5.0% ASSICURAZIONI GENERALI S.P.A. 5.0% ROYAL AND SUN ALLIANCE INSURANCE (HONG KONG) LTD 5.0% AXA REINSURANCE UK PLC 5.0% FALCON INSURANCE COMPANY LTD 5.0% GERLING-KONZERN ALLGEMEINE VERSICHERUNGS - A.G. 4.0% AMERICAN HOME ASSURANCE COMPANY 4.0% ZURICH REINSURANCE COMPANY 4.0% ALLIANZ INSURANCE (HONG KONG) LTD 3.0% RELIANCE NATIONAL INSURANCE COMPANY (EUROPE) LTD 2.5% QBE INTERNATIONAL INSURANCE LTD 2.5% ----- 100.0% of whole ===== Several Liability Notice LSW1001 (Insurance) The subscribing Insurers' obligations under this contract of insurance to which they have subscribed are several and not joint and are limited solely to the extent of their individual subscriptions. The subscribing Insurers are not responsible for the subscription of any co-subscribing insurer who for any reason does not satisfy all or part of its obligations. Page 4 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions AGREEMENT TO TERMS AND CONDITIONS The Co-Insurers listed in the List of Insurers Subscribing to this Policy agree to follow the terms, conditions and settlements of the Leading Insurer who has signed hereunder. THIS POLICY is signed on behalf of all Insurers Subscribing to this Policy who have authorised the Leading Underwriter to sign on their behalf. --------------------------------------------- for and on behalf of the Subscribing Insurers by ALLIANZ CORNHILL INTERNATIONAL (per Cornhill Insurance Plc) Dated __________________________ 2000 Page 5 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 2. SECTION 1 - CONTRACTORS ALL RISKS The Insurers will indemnify the Insured in respect of physical loss or damage to the Insured Property described in the Schedule arising FROM ANY CAUSE except as hereinafter provided. 2.1 EXCEPTIONS to Section 1 PROVIDED always that the indemnity granted by this Section of the Policy shall not apply to nor include:- 2.1.1 Loss or destruction of or damage to cash, banknotes, treasury notes, cheques, stamps, deeds, bonds, bills of exchange, promissory notes or securities. 2.1.2 Loss or damage solely due to total or partial cessation of work against which the Insured shall have failed to take reasonable precautions to protect the Insured Property and to avoid or diminish the amount of such loss or damage. 2.1.3 Consequential loss or penalties of any kind whatsoever including delay in completing negotiating or loss of contracts. 2.1.4 The cost of normal upkeep or normal making good. 2.1.5 Loss of any property by disappearance or by shortage where such loss is revealed only by the making of an inventory or periodic stocktaking. This exclusion shall apply to losses for which no explanation can be given and which show up only at the time of making an inventory or stocktaking. If a loss is discovered only at the time of making an inventory or stocktaking and it can be shown that such loss is due to a risk covered by the Policy, then the Insured shall be in no way prejudiced by this exclusion. 2.1.6 Loss of or damage to any aircraft or hovercraft or any waterborne vessel or craft and plant permanently mounted thereon other than safety boats, other non-power driven craft not exceeding 12 metres in length and floating works and temporary works. 2.1.7 Loss of or damage to contractors' equipment and mechanically propelled passenger or goods carrying vehicles used on the site including licenced road vehicles whether covered by any motor policy or not. 2.1.8 Damage to or loss, deterioration or death of trees or other natural vegetation pre-existing on any site at the commencement of a contract or consequent upon transplanting but this exclusion shall not apply to physical loss or damage resulting from an accidental occurrence arising out of the undertaking of the works. Page 6 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions EXCEPTIONS to Section 1 - continued 2.1.9 The silting up of dredged areas nor for loss of or damage to underwater excavations, bedding material or other underwater fill, rock or protection caused by normal tide and current. In the context of the foregoing disturbance and consequent loss or damage caused by earthquake, tidal wave or tropical cyclone (defined as the hoisting of tropical cyclone signal No. 8 or higher by the Hong Kong Observatory) shall be accepted as abnormal and not excluded by the foregoing. 2.1.10 Subsidence of reclaimed areas unless accidental. 2.1.11 Any repairs or replacements necessitated solely by wasting wearing away or wearing out caused by or naturally resulting from ordinary use of working, rusting, corrosion or gradual deterioration of any part of an item of Insured Property, but this exclusion shall not apply to damage resulting from such causes to other Insured Property by this policy. 2.1.12 Any sea or air transit. However, this exclusion shall not apply to any such transits commencing and finishing within the Territorial Limits of the Hong Kong Special Administrative Region. 2.1.13 The cost of pile casings or similar temporary works or temporary materials which may be abandoned or incapable of salvage after they have performed their original function. 2.1.14 Any item of risk for which a Contractor is required to effect insurance as stated in his contract with the Kowloon-Canton Railway Corporation. 2.1.15 Any increased costs of construction arising out of faulty setting out or similar difficulties of construction which increase the cost of completing the Insured Project. Provided that this exclusion shall not apply to actual damage to the Insured Property, howsoever caused. 2.1.16 The amount(s) stated in the Deductibles Clause 1.8.4 in the Schedule. Page 7 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 2.2 MEMORANDA attaching to and forming part of Section 1 2.2.1 Reinstatement Clause The Liability of the Insurers shall not exceed the Sum Insured stated in the Schedule during the Period of Insurance or such other sum or sums as may be hereafter substituted therefore by memorandum hereon except so far as reinstatement may be made as follows. In the event of loss or damage the insurance hereunder shall notwithstanding be maintained in force during the currency for the Sum Insured, the Insured undertaking to pay an additional premium at the policy rate on the full amount of any loss exceeding HK$ 15,000,000 pro-rata from the date of such loss or damage to the expiry of the current Period of Insurance. 2.2.2 Maintenance Provisions Clause From the end of the Construction Period of Insurance, being defined as the putting into commercial operation of each Insured Project, loss of or damage to Insured Property occurring before the expiry of the defects liability period as defined in each Insured Contract shall be limited to loss or damage:- a) arising from a cause occurring prior to the defects liability period defined in the contract; b) caused by the Insured arising but of any operations carried out by them for the purpose of complying with their obligations under a Contract; or c) arising from or during the performance tests or commissioning or pre-revenue running period. Individual Electrical and Mechanical manufacturers, suppliers or sub-contractors shall not, following the completion and taking over the plant supplied by them be entitled to the benefit of insurance under Section I in respect of loss or damage to such plant which is directly caused by its own fault, defect or error in design or manufacture. 2.2.3 Professional Fees Clause The Insurance under this Section includes in addition an amount in respect of Architects' Surveyors' and Consulting Engineers' fees or other professional fees including but not limited to the Insured Owner's own costs necessarily incurred by the Insured in the reinstatement or redesign of the Insured Property consequent upon its loss, destruction or damage but not for preparing any claim, it being understood that the amount payable for such fees shall not exceed those authorised under the Scale of the Royal Institute of British Architects/The Royal Institution of Chartered Surveyors or the Association of Consulting Engineers or the equivalent local body as the case may be. Page 8 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.4. Debris Removal Clause The insurance under this Policy shall include costs and expenses necessarily incurred by the Insured in: a) removal and disposal of debris and material foreign to the Insured Project, whether damaged or undamaged, b) dismantling and/or demolishing of any part of the Insured Property, c) shoring up, propping and/or protecting Insured Property whether damaged or not, d) clearing or repairing drains or service mains when such is compulsory by law or ordinance or when the Insured deems it necessary for the practicability of operations, e) dewatering the works, and f) removal of wreck or wreckage when such removal is compulsory by law or ordinance or when the Insured deems it necessary for the practicability of operations, in any circumstances giving rise to a claim under this Policy. In addition, Insurers will indemnify the Insured in respect of the cost of removing and disposing of debris from the site or access thereto or in transit thereto including cleaning up costs following the action of a cause hereby insured against. The limit of Insurers' liability under this Memorandum shall not exceed 2% of each contract value subject to a minimum of HK$10,000,000 each and every claim. 2.2.5 Automatic Increase Clause If during the Period of Insurance the value of any Insured Project shall be in excess of the total estimated project sum insured, the Sum Insured shall be increased automatically by such excess amount but not exceeding in all 20% of the estimated sum insured for the Project provided that a declaration of the actual total aggregate contract prices shall be made to Insurers following final completion. 2.2.6 Extra Charges Clause The Insurance under this Section includes an amount in respect of extra charges for overtime, nightwork, work on public holidays, express freight, air freight, necessarily incurred by the Insured in the reinstatement or replacement of the Property Insured destroyed or damaged by any peril hereby insured against. Limit: 20% of any claim any one Insured Contract. Page 9 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.7 Time Adjustment Clause It is agreed that any loss of or damage to the property described in the Schedule arising during any one period of 96 consecutive hours, caused by flood, storm, tempest, typhoon, water damage, earthquake, tsunami or landslide shall be deemed as a single event, therefore, to constitute one occurrence with regard to the deductibles provided for in the Schedule. For the purpose of the application of this clause a single event referred to shall apply to the Insured Projects as a whole. 2.2.8 Plans Notwithstanding anything herein contained to the contrary the Insurance hereby is extended to indemnify the Insured against the necessarily incurred costs of reconstitution or data, plans, drawings or other contract documents lost, destroyed or damaged as a result of a peril insured hereunder wherever or whenever such loss, destruction or damage shall occur. Such indemnification shall however be limited to: a) a maximum amount of HK$50,000,000 any single occurrence or series of occurrences arising out of any one event. b) the cost of labour expended in such re-writing or re-drawing including all necessary overtime working or research. 2.2.9 Free Issue Materials Clause The reference to materials in this Section shall extend to include free issue materials. Where such materials are to be insured under this Section the Contractors must declare the value of such materials. 2.2.10 Defects Indemnity It is expressly agreed that in respect of claims for loss or damage in respect of property insured hereunder where the cause is defective workmanship, materials or fault, defect, error or omission in design, plan or specification the indemnity provided by this Section shall not apply to or include:- a) The cost of rectifying such defective workmanship, materials or fault, defect, error or omission in design, plan or specification unless the Property Insured has been lost or damaged as a consequence of such defect. b) The additional cost of introducing improvements or corrections in the rectification of the workmanship, material or fault, defect, error or omission in design, plan or specification responsible for such loss or damage. Page 10 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.11 Tunnelling In accordance with General Condition 6.5, it is the Insured's duty to take all reasonable precautions at his own expense to prevent loss or damage and more particularly it is a condition precedent to the Insured's right to claim indemnity under this Section in respect of loss of or damage to tunnelling works that, prior to the occurrence of such loss or damage, the Insured shall:- undertake such forward probing and grouting or treatment of ground surrounding tunnels as is prudent, having regard to the anticipated ground conditions as necessary insert temporary supports, rock anchors and/or primary tunnel linings in accordance with prudent tunnelling procedures maintain dewatering equipment and standby facilities compatible with anticipated water flows and/or compressed air equipment as necessary and generally undertake the works in a competent manner. No indemnity is provided under this Section in respect of overbreak or the excavation of tunnels larger in profile than required by contract specifications and Insurers shall not be liable for the cost of additional back-filling, grouting or other measures necessary to establish the contours required under contract, or to secure surrounding ground during excavation. In respect of tunnelling already carried out, however (whether completed or in the course of the application of primary of permanent linings) Insurers shall in the event of subsidence, collapse or other fortuitous damage indemnify the Insured against the cost of removing debris and reforming the tunnel soffit and invert and re-establishing the tunnel face to the same condition as pertained immediately before the loss provided always that the Insured shall at it's own expense, bear the cost of any betterment in the final Works. The betterment provision shall only apply when the reinstatment works directly contribute to reducing the cost of completing the tunnel. 2.2.12 Ground Subsidence The cover provided under this Policy shall extend to include the cost of reinstating and/or consolidating subsidence or collapse of ground or surfaces surrounding the works whether on or off site in consequence of loss of or destruction or damage to works or temporary works insured under this Policy. Page 11 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.13 Inflation Protection In the event of delay in completion of the Insured Project or part thereof being incurred solely by reason of damage to the Insured Property, cover shall extend to indemnify the Insured (in addition to the cost of repairing or replacing loss of or damage to material property as extended by Memorandum 2.2.6) in respect of the amount by which the ultimate cost of construction of those parts of the Insured Property not suffering such damage and being unbuilt or incomplete at the date of damage should exceed the cost of construction had no such damage or consequent delay occurred. Provided always that: a) The indemnity provided this Memorandum shall apply only to the net increase in costs caused by the inflationary effect of escalation in the costs of labour, material and services which the Insured shall prove to be a direct result of the delay consequent upon the indemnifiable damage. b) No indemnity is given under this Memorandum in respect of increased construction costs incurred : i) In consequence of any other delay not referred to above. ii) By reason of any improvement or change in methods of working or construction. iii) In re-designing the Insured Property or incurred as a result of such re-design. iv) For the acceleration of the progress of the works or to expedite repairs or to construct the works at a faster rate than previously achieved. c) No indemnity is provided in respect of the payment of penalties or liquidated damages, nor in respect of costs incurred to avoid such payment. d) The liability of Insurers under this Memorandum shall not exceed a sum equal to 10% of the value in respect of each Insured Contract. 2.2.14 Loss-Payee Clause The proceeds of any claim under this Policy where the agreed amount of settlement exceeds HK$20 million will be paid directly to the Kowloon-Canton Railway Corporation or as it may direct. Page 12 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.15 Testing and Commissioning 2.2.15.1 Cover during testing and commissioning In the event that performance or acceptance testing or commissioning or pre-revenue running of late delivered equipment or rolling stock extends beyond the commencement of commercial operation of a subsisting Insured Project, such equipment or rolling stock shall continue to be covered subject to Construction Period of Insurance coverage terms and conditions until final completion of such testing or commissioning of each item individually. 2.2.15.2 Repeat Tests If as a result of a peril insured against hereunder it becomes necessary to repeat any test and/or commissioning or to carry out subsequent test(s) and/or commissioning, the Insurers hereon will bear the cost of any such repeated and/or subsequent test(s) or commissioning subject to the Policy limit and it being within the framework of the cover afforded by this section of the Policy and which forms part of the sum insured. 2.2.16 Defects Liability Period and Temporary Works Cover Any work of:- i) reconstruction, rectification, remedial or repair ii) uncompleted minor works or additional works ordered by the engineer (but not exceeding 20% of the value of the contract at inception) undertaken by the Insured in accordance with the provisions of the contract shall be covered hereunder subject to the terms and conditions applicable to the construction period which shall mean the period commencing with the award of the contract and terminating on the commencement of the Defects Liability Period. Where any Insured Property is repaired, replaced or renewed during the Defects Liability Period the coverage provisions of this clause shall apply to such rectified or substituted Insured Property for such period as specified in the Defects Liability provisions in the contract from the date of such rectification, replacement or renewal. Temporary Works and temporary site buildings not removed at time of commercial operation shall remain covered until they have been removed to final destination but not exceeding 12 months. 2.2.17 Definitions Temporary works as covered by this Section are deemed to include but shall not be limited to all shuttering, formwork and scaffolding including all mechanical shuttering such as slipforms, climbforms and the like, launching girders and gantries, contractors' work trains, coffer-dams and the like together with mooring equipment, anchor blocks and temporary jetties. Constructional plant and equipment is excluded from coverage and in accordance with Exception 2.1.7 a) the Insured Property excludes inter alia tunnelling shields, compressed air locks and compressors, reusable pile casings and cutting tools, drilling, lifting and excavation equipment generally (unless specifically stated is covered above), batching plant, power cables and transformers associated therewith, surveying instruments and all other fixed or mobile constructional plant and equipment on land or afloat. Page 13 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to and forming part of Section 1 - continued 2.2.18 Loss of Bentonite or Similar Material Without prejudice to the insurance provided under this Section of the Policy it is agreed that in the event of loss or damage occurring to the Insured Property during the construction of diaphragm walls, tunnels, and trenches or other structures and as a result there is a sudden or uncontrollable loss of bentonite or similar materials, the insurance provided by this Section shall apply to both the loss of bentonite or similar material itself and other direct loss of or damage to the Insured Property and shall also extend to include all costs incurred in making good and completing that part of the work to the reasonable satisfaction of the Engineer in excess of the costs of construction that would have been incurred had the loss of bentonite or similar material not occurred. 2.2.19 Extra Cost of Reinstatement It is agreed that this policy extends to include increased costs of re-building, repair or replacement occasioned by the enforcement of any law or by-law or ordinance regulating the construction or repair of property and in force at the time such loss occurs, limited however to the requirements of such laws, by-law or ordinance. The Insurers liability for such costs is limited to no more than 20% of the loss before such costs are added and not increasing the total liability of the Insurers in respect of the loss beyond the sum insured in the Schedule. All consequent upon loss or damage insured. 2.2.20 Contractors' Overheads Allowance for a reasonable margin of overheads in the amount of the claim provided that such allowances have been included in the Contractor's or Sub-Contractor's or Supplier's or Manufacturer's or Consultant's original contract prices but not increasing the total liability of the Insurers in respect of the loss occurrence beyond the Sum Insured. 2.2.21 Insured Property in Use Subject always to the conditions and exceptions of the Policy, in the event that the Insured Property or any part of the Insured Property under Section 1 is handed over to and/or taken into use by the Employer, but not being used for commercial operations, cover shall continue until the expiry date of the Construction Period of Insurance specified in the Schedule for each Insured Project (or any extension thereof agreed by the Insurers), at terms to be agreed. 2.2.22 PROPERTY BEING WORKED UPON Any existing property of the Kowloon-Canton Railway Corporation which is taken over by a Contractor under an Insured Project shall be deemed to be Insured Property hereunder but only to the extent that such item or portion of property is being worked upon and arising out of such work. Page 14 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 3. SECTION 2 - LIABILITY TO THIRD PARTIES The Insurers will indemnify the Insured subject to the Limit of Indemnity stated in the Schedule and except as hereinafter provided in respect of all sums which the Insured shall become legally liable to pay arising out of the performance of the Insured Projects described in the Schedule for:- i) death, bodily injury, personal injury (including illness) to or disease contracted by any person ii) loss of and/or damage to property and/or loss of use thereof iii) obstruction loss of amenities trespass nuisance or any like cause occurring during the Period of Insurance and arising out of or in connection with the Insured Projects as shown in the Schedule. Provided always that Insurers' liability for compensation payable to any number of claimants in respect of or arising out of any one occurrence or all occurrences of a series consequent upon or attributable to one source or original cause shall not exceed the Limit of Indemnity shown in the Schedule. The Insurers will however pay in addition to the Limit of Indemnity stated in the Schedule:- a) all costs and expenses recovered by any claimant from the Insured, b) all costs and expenses incurred with the written consent of the Insurers in the defence of claims against the Insured, c) the costs and expenses of solicitors fees, legal representation of any coroners inquest, fatal accident enquiry, court of summary jurisdiction of proceedings arising out of alleged breach of statutory duty or other similar judicial enquiry into circumstances relating to any accident claim or potential claim which would be the subject of indemnity under this Policy. Provided that the Insurers may at any time pay to the Insured the Limit of Indemnity (after deduction of any sum or sums already paid as damages) or any lesser amount for which any such claim or claims can be settled and upon such payment the Insurers shall relinquish the conduct and control of and be under no further liability under this Policy in connection with such claim or claims except for costs and expenses as above incurred in respect of matters prior to the date of such payment. Page 15 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 3.1 EXCEPTIONS to Section 2 PROVIDED always that the indemnity granted by this Policy shall not apply to nor include:- 3.1.1 Liability for death of or bodily injury (including illness) arising out of or in the course of undertaking any activity in connection with an Insured Contract in respect of: a) any person employed directly or independently by or the proprietor of any Contractor and/or Sub-contractor of any tier; and b) any person to whom any part of the Insured Contract have been sub-contracted including but not limited to self-employed person and/or sole-proprietor. 3.1.2 Liability in respect of injury, illness, loss or damage or in connection with or arising from: a) the use of mechanically propelled passenger or goods carrying vehicles used on the public highway not being constructional plant primarily intended for use in the Insured's construction activities on site or otherwise used as a tool of trade; b) occurrences in respect of which liability is compulsorily insurable under any Road Traffic Act or similar legislation governing the use of motor vehicles. 3.1.3 Liability for loss of or damage to the permanent or temporary works and or materials forming part of the Insured Projects executed or in the course of execution by the contractors in performance of the Contract during the period of contractors' work (other than any period of maintenance or defects liability period) and the plant equipment or any other property of the contractor and or any sub-contractor brought onto the site of the Contract for the purpose of such direct performance or use in the connection with the Contract. 3.1.4 Liability resulting from, attributable to or caused by the ownership or possession of or use by the Insured of any aircraft or the navigation of any waterborne vessel or craft but this exclusion shall not apply to rowing boats, dinghies, workboats, safety boats, personnel boats (powered or unpowered), working rafts or other powered craft in any case not exceeding 12 meters in length and unless otherwise insured and whilst within Hong Kong territorial waters. Furthermore this exclusion shall not apply to the Works or temporary works whilst afloat except when they are attached to or under the control of and/or accidentally become detached from any tug, towing vessel or other marine craft. [STAMPS] Page 16 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions EXCEPTIONS to Section 2 - continued 3.1.5 Liability in respect of loss or damage to :- a) property belonging to or in the care, custody or control of the Insured (provided that in respect of any property being repaired, altered or maintained, this exclusion shall be limited to that part of the property being worked upon); b) property in respect of which the Insured is indemnified under any other Policy; but these exclusions shall not apply to any such property after being taken into use by the owner. 3.1.6 Liability assumed by the Insured under the terms of any contract or agreement which imposes upon the Insured liability which the Insured would not otherwise have incurred. (This exclusion shall not however apply to any contract described in the Schedule nor any contract or agreement for site access or the hire of plant or supply of materials or any agreement necessarily entered into in connection with the performance of the contract described in the Schedule with any public authority, local or central or government body or similar authority, nor any other contracts advised to and agreed by the Insurers). 3.1.7 Liability arising out of: a) bodily injury or loss of or damage to or loss of use of property directly or indirectly caused by seepage pollution or contamination provided always that this paragraph (a) shall not apply to liability for bodily injury or loss of or physical damage to or destruction of tangible property or loss of use of such property damaged or destroyed where such seepage pollution or contamination is caused by a sudden unintended and unexpected happening during the period of this insurance. b) the cost of removing nullifying or cleaning-up seeping polluting or contaminating substances unless the seepage pollution or contamination is caused by a sudden unintended and unexpected happening during the period of this insurance. 3.1.8 Liability in respect of penalty sums fines or liquidated damages payable by the Insured in respect of delay or non-completion which attaches solely because of liability in the Insured's contract or agreement. 3.1.9 Liability arising out of negligence neglect error or omissions on the part of the Insured in the conduct and execution of their professional activities and duties except where such negligence neglect error or omission results in third party death, bodily injury and/or damage to property. 3.1.10 The amount(s) stated in the Deductibles Clause 1.9.4 in the Schedule. Page 17 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 3.2 MEMORANDA attaching to and forming part of Section 2 3.2.1 Cross Liability Clause Where more than one party comprises "The Insured" each of the parties comprising the Insured shall for the purpose of this Policy be considered as a separate and distinct party and the words "The Insured" shall be considered as applying to each party in the same manner as if a separate Policy had been issued to each of the parties and the Insurers hereby agree to waive all rights of aforesaid parties arising out of any occurrence in respect of which any claim is made hereunder provided nevertheless that nothing in this Clause shall be deemed to increase the Limit of Indemnity in respect of any one occurrence or series of occurrences as stated in the Schedule. 3.2.2 Indemnity To Other Parties Clause The Insurers will also indemnify i) any director, partner or person under a contract of service or apprenticeship with the Insured in respect of liability for which the Insured would have been entitled to indemnity under this Policy if the claim had been made directly against the Insured; ii) the officers, committees and members of the Insured's canteen, social sports and welfare organisations and first aid, fire and ambulance services in their respective capacities as such who shall as though the insured be subject to the terms, exclusions, conditions and limitations of this Policy so far as they can apply. 3.2.3 Damage To Roads or Other Property Exception 3.1.2 shall not preclude indemnity to the Insured in respect of their liability at law for damage by mechanically propelled vehicles to the surface of roads, adjacent buildings or other property, bridges or viaducts or to anything beneath caused by the weight or vibration of such vehicles or their loads. 3.2.4 Extension of Personal Injury The Insurers will indemnify the Insured for their legal liability arising out of false arrest, invasion of privacy, detention, false imprisonment, false eviction, malicious prosecution, discrimination, libel, slander, or defamation of character, or any like cause. 3.2.5 Territorial Limits This Policy shall apply to occurrences anywhere in the World but not in connection with any business conducted by the Insured from Premises outside Hong Kong. However, it is understood and agreed that in respect of legal proceedings brought in the United States of America, and/or Canada the following special conditions shall apply: (1) regardless of any other provision of this Policy, this insurance does not apply to fines, penalties, punitive or exemplary damages Page 18 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to Section 2 - continued (2) this Policy does not cover any liability for (i) death, bodily injury or disease, or loss of or damage to or loss of use of property directly or indirectly caused by seepage, pollution or contamination (ii) the cost of removing, nullifying or cleaning up seeping, polluting or contaminating substances (3) Any dispute concerning the interpretation of the terms, conditions, limitations and/or exclusions contained herein is understood and agreed by both the Insured and Insurers to be subject to the law of the Hong Kong Special Administrative Region. Each party agrees to submit to the jurisdiction of any Court of competent jurisdiction within the Hong Kong Special Administrative Region and to comply with all requirements necessary to give such Court jurisdiction. All matters arising hereunder shall be determined in accordance with the law and practice of such Court. It is further understood and agreed that in respect of any judgement, award, payment or settlement made in the United States of America and/or Canada, the total liability of the Insurers in respect of any one occurrence shall be inclusive of :- (a) all legal costs and expenses recoverable by any claimant from the Insured (b) all costs and expenses incurred with the written consent of the Insurers 3.2.6 Special Conditions for Underground Services The following Special Conditions limits and deductibles shall apply to claims in respect of liability as a result of loss of or damage to existing underground services (such as water, gas and sewage pipes, electric and telecommunications cables). a) The Insurers shall not indemnify the Insured unless :- i) prior to the commencement of excavation the Contractor has enquired with the relevant authorities about the exact position of such services and ii) in the event of the relevant authorities indicating the presence of such services in the vicinity of the Site the Contractor shall proceed to locate such services by the hand-digging of trials pits prior to any mechanical excavation and Page 19 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions MEMORANDA attaching to Section 2 - continued b) In respect of each and every occurrence of loss or damage indemnifiable under this clause the Insurers shall not be liable for the deductibles stated in 1.9.4.2 and 1.9.4.3 in the Schedule. 3.2.7. Restoration of Ancestoral Graves and the Like It is agreed that in respect of claims in connection with loss of or damage to or restoration of ancestoral graves or urns or fung shui features that this policy shall indemnify the reasonable expenses incurred at currently prevailing rates for fees and costs of customary and traditional ceremonies and rites and miscellaneous expenses in connection therewith. 3.2.8 Reinstatement of Property In the event of a claim under this Section of the Policy Insurers shall make due allowance for reinstating damaged property to a reasonable condition acceptable to the third party. 3.2.9 Third Parties to the Insured Project Notwithstanding their ownership by a named insured, it is agreed that any property, operations or business activities of the Kowloon-Canton Railway Corporation which do not form part of the works or activities related to the Insured Contracts under the Insured Projects shall be deemed to be third parties for purposes of this policy. 3.2.10 To Follow Section 1 Coverage It is agreed that any contractual activity or extension of period covered under the provisions of Section 1 are also covered by Section 2. Page 20 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 4. GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy 4.1 Application of Deductibles per Occurrence The Deductibles stated as applicable per occurrence under Sections 1 and 2 of this policy shall be applied to each contract independently and there shall be no aggregate limitation on the deductibles applied per occurrence under the Policy. 4.2 Application of Deductibles per Contract When more than one deductible is applicable to claims emanating from any one contract as a result of a particular occurrence then only the highest of the applicable deductibles for such occurrence shall be applied to that contract. 4.3 Permits and Privileges The Insured or any other party acting on behalf of the Insured is permitted to effect contracts or agreements customary or necessary to the conduct of Construction Projects (including those for projects similar to the Project insured by this Policy) under which the insured may assume liability or grant release therefrom without prejudice to this Policy, provided such contracts or agreements, oral or written insofar as they affect any loss hereunder are concluded prior to such loss and the rights and obligations of the Insured shall be governed by the terms of such contracts or agreements but subject to their terms, exemptions and conditions of the Policy. 4.4 Several Insureds It is noted and agreed that the Insured hereunder comprises more than one party, each operating as separate and distinct entities and that cover hereunder shall apply in the same manner and to the same extent as if individual insurances had been issued to each such party. The rights and indemnity of any of the parties who are not guilty of any fraud, misrepresentation, non-disclosure or breach of condition shall not be prejudiced or affected by any fraud, misrepresentation, non-disclosure or breach of condition by any of the other parties comprising the Insured. For the purposes of the indemnity granted by this policy claims made by any of the parties defined as the Insured against any other party so described shall be treated as though the party claiming was not named as the Insured in this Policy. Provided always that nothing herein shall increase the Sum Insured under this Policy. 4.5 Waiver of Subrogation Insurers hereby agree to waive all rights of subrogation which they may have or acquire against any of the parties comprising the Insured except when such rights of subrogation are acquired in consequence of any fraud, misrepresentation, non-disclosure or breach of condition by that Insured. Notwithstanding the foregoing it is expressly agreed that the Insurers have rights of subrogation against design consultants and consulting engineers to the extent of coverage they may have under any professional indemnity insurance in force at the time of the loss or a minimum amount of HK$15,000,000 whichever is the greater in respect of any claim paid under this policy. Page 21 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy - Continued 4.6 Mitigation Costs including Sue and Labour The Insurer will indemnify the Insured in respect of reasonable costs and expenses incurred by the Insured in effecting temporary repairs or taking other measures to limit further imminent loss, damage or delay from a cause which would be indemnified under this Policy. This indemnity shall also include any expense incurred as a result of immediate action taken, reasonable at the time of a circumstance which may give rise to an occurrence of loss, destruction, damage or liability to minimise or prevent such imminent loss, damage, destruction or liability being incurred. Such costs or expense must be reasonable having regard to the value or loss at risk or the Limit of Indemnity applicable to Section II. 4.7 Payment on Account Clause For a loss covered by this policy, it is understood and agreed the Insurers shall allow a partial payment(s) of claim subject to the policy provisions. To obtain said partial claim payment, the Insured shall submit a partial proof of loss with supporting documentation for Insurers agreement and approval. It is further agreed that the applicable policy deductible must be satisfied before said partial payment(s) are allowable. 4.8 Losses in Progress It this Policy should terminate whilst a loss is in progress, then subject to the other terms and conditions of this Policy and provided that no part of such loss is claimed against any policy replacing this Policy, it shall be assumed that the entire loss occurred prior to the termination of this Policy and the indemnity provided by the Insurers shall be calculated accordingly. 4.9 Bankruptcy, Insolvency or Termination In the event of the bankruptcy, insolvency or termination of any party claiming to be indemnified as an Insured or Additional Insured hereunder, the Insurers shall not be relieved hereby of the payment of any claim hereunder because of such bankruptcy, insolvency or termination. 4.10 Titles of Paragraphs The several titles of the various paragraphs of this Policy (and of any Endorsement attached to the Policy or which may be attached in the future) are inserted solely for convenience of reference and shall not be deemed in any way to limit or affect the provisions to which they relate. 4.11 Singular Terminology Any expression slated in the singular shall apply equally in the plural or vice versa. Page 22 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy - Continued 4.12 Cancellation on Abandonment In the event of non-commencement or abandonment of an Insured Project for any reason the Insured may at their option cancel the Policy or that part of the Policy relative to the non-commenced or abandoned Project. The premium payable in the event of cancellation in whole or in part shall be limited to the rate payable applied to the value of the completed works under such Project at the time of non-commencement or abandonment, the Insured paying any additional premium required or being entitled to a refund. 4.13 Site Visitors and Ceremonies The admission of visitors to the sites of the Insured Contracts for inspections, educational or public relations purposes and activities connected with the organisation and performance of official ceremonies for any Insured Contract or the Insured Projects shall be included hereunder and shall not prejudice coverage by any section of this policy. 4.14 Continued Coverage on Cessation of Work In the event of a contractor terminating or having his contract terminated resulting in total or partial cessation of work then notwithstanding the provisions of Exception 2.1.2, it is agreed that the interests of the Owner shall remain covered under the terms of this policy in respect of permanent and temporary works and materials and any contractors' equipment over which the Owner holds lien. 4.15 Uncertified Works In the event that as at the date stated in the Schedule as the expiration of the Works Damage Period of Insurance a Certificate of Practical Completion has not been issued in respect of any portions of the Works then this insurance shall remain in full force in respect of such portions while they remain at the risk and responsibility of the Contractor. If the certification is subsequently backdated then for purposes of this insurance the date of termination of coverage hereunder shall be deemed to be the date on which the Certificate of Practical Completion is physically issued to the Contractor and the Employer undertakes to pay such additional premium as may be required for such extension in accordance with policy conditions. 4.16 Use of Existing Railway Facilities In the event that existing East Rail tracks or facilities are used for the assembly, testing or trial running of rolling stock for the East Rail Extensions Programme, such activities shall be deemed to be Insured Project activities within the scope of this Policy. Page 23 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 5. GENERAL EXCLUSIONS applicable to all Sections of this Policy The Indemnity provided by this Policy shall not apply to nor include :- 5.1 Radioactive Contamination Exclusion Clause Indemnity for : a) any loss destruction or damage to any property whatsoever or any loss or expense whatsoever resulting or arising therefrom or any consequential loss; b) any legal liability of whatsoever nature; directly or indirectly caused by or contributed to by or arising from: i) ionising radiations or contamination by radioactivity from any nuclear fuel or from any nuclear waste from the combustion of nuclear fuel. ii) nuclear weapon materials. For the purpose of this exclusion only combustion shall include any self-sustaining process of nuclear fission. 5.2 War etc Risks Exclusion Clause Loss, damage or liability directly or indirectly occasioned by happening through or in consequence of war, invasion, acts of foreign enemies, hostilities (whether war be declared or not), civil war, rebellion, revolution, insurrection, military or usurped power or confiscation, commandeering, requisition or destruction or damage by order of any Government de jure or de facto or by any public authority. Notwithstanding this war exclusion clause, the Insurance shall cover loss or damage : a) caused by missiles and/or mines and/or bombs and/or other explosives not discovered at the moment of commencement of the work on any part of the Insured Projects hereunder, so long as no state of war exists in which the country where the subject matter insured will be erected is involved; b) caused by strikes, locked-out workmen or persons taking part in labour disturbances, riots or civil commotions or persons acting maliciously; c) caused by shells and/or other missiles fired from military training grounds and/or dropped from military planes (in peacetime). Page 24 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions 6. GENERAL CONDITIONS applicable to all Sections of this Policy 6.1 This Policy and the Schedule shall be read together as one contract and any word or expression to which specific meaning has been attached in any part of this Policy or of the Schedule shall bear such specific meaning wherever it may appear. 6.2 If there shall occur any change involving a material alteration in the facts set out in this Policy or forming the basis of this Insurance the Insured shall, as soon as possible, give notice in writing to the Insurers and there shall be such adjustment of the premium as may be mutually agreed. The Insurer will not exercise their rights to avoid this insurance on the grounds of mis-description, mis-representation or non-disclosure of any information material to the risks insured by this Policy provided the Insured can establish that the mis-description, mis-representation or non-disclosure was committed innocently, unwittingly and in good faith 6.3 All the terms, exceptions and conditions contained herein or endorsed hereon :- a) are incorporated in and form part of this Policy b) are to be deemed conditions precedent to any liability on the part of the Insurers so far as they relate to anything to be done by the Insured. 6.4 The Insured shall upon the discovery of any event likely to give rise to a claim under this Policy a) give notice in writing thereof as soon as possible to the Insurers and at his own expense as soon as practicable supply full particulars in the form required by the Insurers, b) send to the Insurers on receipt any writ, summons or other proceedings which may be commenced against the Insured, c) give to the Insurers all information and assistance to enable the Insurers to settle or resist any claim or institute proceedings. The Insured shall take all practical steps, including in the case of goods lost or stolen, or of wilful damage thereto, to give notice to the police as soon as possible for the purpose of recovering any property lost and in the case of theft or wilful damage to discover the guilty person or persons and to have him, her or them prosecuted at the expense of the Insurers. The Insured shall not negotiate, pay, settle, admit or repudiate any claim under this Policy without the written consent of the Insurers. The Insured shall not in any case be entitled to abandon any property to the Insurers whether taken possession of by the Insurers or not. Page 25 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions GENERAL CONDITIONS applicable to all Sections of this Policy - continued 6.5 The Insured shall take all reasonable precautions in the selection of labour and in the maintenance in efficient condition of all plant and appliances used in connection with any contract covered by this Policy and the Insurers shall at all reasonable times have by its representatives access to examine any such plant and appliances. The Insured shall also take and cause to be taken all reasonable precautions to prevent loss, damage or accident and shall ensure that all such precautions are carried out and maintained during the Period of Insurance. In the event of any occurrence giving rise to loss or damage under this Policy the Insured shall at the expense of the Insurers take such action as is necessary to minimise the loss. 6.6 The Insured shall, if required by the Insurers produce or give access to any property alleged to be damaged. 6.7 It is understood that any deliberate act omission statement or mis-statement on the part of any individual Insured which may vitiate any claim or render this policy void shall have such effect only as to the rights and interests of that particular Insured and shall not prejudice the rights and interests of any other Insured under this Policy. 6.8 The Insured shall at the expense of the Insurers do and concur in doing and permit to be done all such acts and things as may be necessary or reasonably be required by the Insurers for the purpose of enforcing any rights and remedies or of obtaining relief or indemnity from other parties to which the Insurers shall be or would become entitled or subrogated upon their paying for or making good any loss or damage under this Policy whether such acts and things shall be or become necessary or required before or after this indemnification by the Insurers. 6.9 This insurance shall be primary in respect of the risks and interests for which it has been effected by the Owners in accordance with their obligations under the Insured Contracts. In any other circumstances this insurance shall not be called into contribution. 6.10 All differences arising out of this Policy as to the amount of any settlement, liability being otherwise admitted shall be referred to the decision of an Arbitrator to be appointed in writing by the parties in difference or if they cannot agree upon a single Arbitrator to the decision of two Arbitrators one to be appointed by each of the parties in writing before entering upon the Reference. The costs of the Reference and the Award shall be at the discretion of the Arbitrator, Arbitrators, or an Umpire to be appointed if the Arbitrators cannot agree, making the Award. Page 26 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions GENERAL CONDITIONS applicable to all Sections of this Policy - continued 6.11 In settlement of claims under Section I of this Policy Insurers shall, subject to the terms and conditions of the Policy, indemnify the Insured on the basis of the full cost of repairing, reinstating or replacing the Insured Property lost or damaged even though in the case of contract works such costs may vary from the original construction costs and shall include all taxes and import duties even if they have been varied or imposed subsequent to the inception of the Policy. In the calculation of the costs of restoration or replacement of Works, those elements of costs for which provision is made in the computation of the Sum Insured and such other costs and expenses for which specific provision is made in this Policy will be taken into account. 6.12 This Policy shall be construed according to the Laws of the Hong Kong Special Administrative Region. Page 27 [LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions SPECIAL CONDITIONS OF CONTRACT [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS SPECIAL CONDITIONS OF CONTRACT [STAMPS] 28 October 2002 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT TABLE OF CONTENTS A CONDITIONS Clause Subject Heading Page ------ --------------- ---- SCC1 Alternative Design SC/1 SCC2 Third Party Claims in respect of Damage on and to Agricultural Lands SC/1 SCC3 CDG Material SC/2 SCC4 Indemnity for breach of Environmental Permit SC/2 SCC5 Schedule 11 Part B - Employees' Compensation Insurance SC/2 B ATTACHMENTS Attachment Title ---------- ----- Attachment 1 Form of Design Warranty SCA/1 - SCA/7 Attachment 2 Schedule 11 Part B - Employees' Compensation Insurance SCB/1 [STAMPS] Rev. 1: 28 June 2002 (i) Contract No. LCC-300 Addendum No: 1 SPECIAL CONDITIONS OF CONTRACT CONTRACT NO. LCC-300 LOK MA CHAU TERMINUS ASSOCIATED WORKS SCC1 ALTERNATIVE DESIGN In the event that an alternative tender is accepted by the Employer and such tender incorporates an alternative design by the Contractor, the Contractor shall: (a) procure that the Contractor's design consultant maintains professional indemnity insurance in respect of the design obligations for this Contract from the date of his appointment by the Contractor and expiring not before six years from the date of the issue of the Substantial Completion Certificate for the Works through continued renewal of the same policy, purchase of extended recovery period or retroactive insurance. The limit of liability shall be not less than HK$150,000,000 for any one occurrence or series of occurrences arising out of any one event and in the aggregate with deductibles and excesses thereunder not exceeding ten per cent of the said cover; and (b) within 14 days of the date of the Letter of Acceptance, the Contractor shall supply to the Engineer the warranty duly executed by the design consultant as a deed in the form appearing in Attachment 1 to these Special Conditions. SCC2 THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO AGRICULTURAL LANDS (a) Any claim received by the Employer or the Engineer in respect of matters for which the Contractor is required under the Contract to indemnify the Employer will be passed to the Contractor who shall likewise inform the Employer and the Engineer of any such claim which is submitted directly to him by a claimant. The Contractor shall keep the Employer and the Engineer informed as to the progress made towards settlement. (b) When a claim involves alleged damage to crops or property on agricultural lands the District Land Officer shall be informed by the Engineer's Representative and representative or representatives of the District Lands Office will be present at the negotiations and any payment in settlement of the claim shall be made through the District Lands Officer to the claimant. The Contractor shall do everything necessary including notifying his insurers of the claim received, to ensure that the claim is settled without delay. If, in the opinion of the Employer, the Contractor or his insurers are delaying settlement, the Employer may make direct payment to the claimant in settlement of all outstanding amounts which in the opinion of the Employer are due to him and shall without prejudice to any other method of recovery have the right to deduct by way of set-off, in accordance with General Conditions Clause 75 the sums so paid. [STAMPS] Rev. 0: 26 April 2002 SC/1 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT SCC3 CDG MATERIAL The Employer gives no warranty and makes no guarantee or representation as to the availability or timing of such availability, quantity or suitability (both as to type and nature) of the completely decomposed granite ("CDG Material") for use in the Works. Any non-availability or availability different to that anticipated in the Specification or which could be calculated or assumed from the information given therein whether as to amount, timing, rate of delivery, or quantity or any low quality or unsuitability as aforesaid shall not relieve the Contractor of any of his obligations under the Contract. The Contractor shall not be entitled and hereby waives any rights to any payment (whether by way of damages or otherwise) or any extension of time on the grounds that:- (i) the CDG Material is unavailable, or is available in less than the quantity anticipated or which could be calculated or assumed from the information given in the Specification; or (ii) the CDG Material or any part thereof is unsuitable (whether as to type and/or nature) for the Works; or (iii) the CDG Material or any part thereof is not available to enable delivery to the Site during the period set out in the Works Programme or is available for such delivery in quantities or at a rate or at times during such period different to that anticipated in the Specification or which could reasonably have been calculated or assumed from the information given in the Specification in relation thereto; or (iv) the Contractor did not or could not foresee any matter in connection with the CDG Material which may affect or have affected the execution of the Works, or compliance with his other obligations under the Contract; or (v) the Contractor has been caused or has suffered any disruption, delay, interference or inconvenience of whatsoever nature arising out of any matter in connection with the CDG Material whatsoever. SCC4 INDEMNITY FOR BREACH OF ENVIRONMENTAL PERMIT Without prejudice to any other provision of Contract or at law, the Contractor shall indemnify and save harmless the Employer in respect of any claim, liability, loss, expense, damage or (to the extent permitted by law) penalty, suffered or incurred by the Employer arising out of or in connection with the Contractor's breach of any condition of requirement included in the Environmental Permit contained in Appendix 1 of the Particular Specification in the Contract, save that the scope of the Contractor's liability and indemnity shall be reduced proportionately to the extent that any neglect or default of the Employer caused or contributed to the said breach of condition or requirement. SCC5 SCHEDULE 11 PART B - EMPLOYEES' COMPENSATION INSURANCE Schedule 11 Part B of the General Conditions is replaced in entirety by Attachment 2 to these Special Conditions. [STAMPS] Rev. 1: 28 June 2002 SC/2 Contract No. LCC-300 Addendum No: 1 SPECIAL CONDITIONS OF CONTRACT ATTACHMENT 1 TO SPECIAL CONDITIONS OF CONTRACT [STAMPS] Rev. 0: 26 April 2002 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT ATTACHMENT 1 TO THE SPECIAL CONDITIONS OF CONTRACT FORM OF DESIGN WARRANTY THIS AGREEMENT is made the day of 2002 [SEE NOTE 1]. BETWEEN: (1) [Insert name of Designer] a company incorporated in and in accordance with the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 2] of [Insert Registered Address of Designer] ("the Designer"); and (2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its successors and assigns, "the Employer"). WHEREAS: (A) By a contract dated [Insert date of Letter of Acceptance issued by the Corporation] ("the Contract") made between the Employer and [Insert name of Contractor] ("the Contractor"), the Contractor agreed to execute the Works upon the terms contained in the Contract. (B) The Contractor and the Designer have entered into an agreement ("the Design Agreement") by which the Designer has undertaken the whole or part of the Contractor's obligations in respect of the design of the Works. (C) The Design Agreement stipulates that the Designer is obliged to provide the Employer with an executed warranty in the terms hereof. NOW IT IS HEREBY AGREED as follows: 1. In this Warranty, words and expressions shall have the meanings assigned to them in the Contract, except where the context otherwise requires. 2. The Designer warrants and undertakes to the Employer that it has exercised and will, in carrying out the design of the Works and performing the other duties and functions ascribed to it in the Design Agreement, continue to exercise all the skill and care to be expected of a professionally qualified and competent designer experienced in carrying out the design of works which are of a similar nature and scope to the Works. [STAMPS] Rev. 0: 26 April 2002 SCA/1 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT 3. The Designer warrants and undertakes to the Employer that it has taken out and maintained or if it has not already done so, shall take out and maintain in respect of his design obligations under the Design Agreement professional indemnity insurance for a limit of cover of not less than HK$150 million for each occurrence or series of occurrences arising out of one event and in the aggregate with deductible and excesses thereunder not exceeding 10% of the said cover for a period commencing on the date of his appointment by the Contractor and expiring not before 6 (six) years from the date of the issue of the Substantial Completion Certificate for the Works provided that if the Designer considers that such cover is not available at reasonable rates, the Designer shall forthwith inform the Engineer and the level of cover or terms for the purposes of this Clause 3 shall be the maximum level or best terms which are obtainable in the international insurance market at rates which are, in the Engineer's opinion, reasonable. The Designer shall not, without the prior approval in writing of the Employer, settle or compromise with the insurers any claim which the Designer may have against the insurers and which relates to a claim by the Employer against the Designer, or by any act or omission, prejudice the Designer's right to make or proceed with such a claim against the insurers. 4. The Designer undertakes to indemnify the Employer against each and every liability which the Employer may have to any person whatsoever and against any claims, demands, proceedings, loss, damages, costs and expenses sustained, incurred or payable by the Employer to the extent arising from breach of this Warranty by the Designer, provided that the Designer shall have no greater liability to the Employer by virtue of this Clause 4 than the liability of the Designer to the Contractor under the Design Agreement to the extent that the same shall have arisen by reason of any breach by the Designer of his obligations under the Design Agreement. 5. No allowance of time by the Employer under the Contract or by the Contractor under the Design Agreement nor any forbearance or forgiveness in or in respect of any matter or thing concerning this Warranty or the Design Agreement on the part of the Employer or the Contractor nor anything that the Employer or the Contractor may do or omit or neglect to do, shall in any way release the Designer from any liability under this Warranty. 6. The Designer agrees that he will not without first giving the Employer not less than 21 (twenty one) days' prior notice in writing exercise any right he may have to terminate the Design Agreement or his employment thereunder or withhold performance of his obligations under the Design Agreement. 7. (a) Notwithstanding anything to the contrary in the Design Agreement, if the Contract or the employment of the Contractor under the Contract is terminated for any reason whatsoever and if so requested by the Employer in writing within 21 (twenty one) days of such termination, the Designer shall enter into a novation agreement with the Employer and the Contractor in which the Designer will undertake, inter alia, to perform the Design Agreement and be bound by its terms as if the Employer had originally been named as the contracting party in place of the Contractor and as if neither the Contract nor the Contractor's employment thereunder had been terminated. The said novation agreement will be in such form as the Employer may reasonably require. [STAMPS] Rev. 0: 26 April 2002 SCA/2 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT (b) If the Employer does not require the Designer to enter into a novation agreement as required by Clause 7(a) above, the Designer shall have no claim whatsoever against the Employer for any damage, loss or expense howsoever arising out of or in connection with this Warranty. 8. Except to the extent (if any) expressly permitted by the Design Agreement, the Designer shall not sub-contract any of his obligations under the Design Agreement without the prior written consent of the Employer. 9. The Designer acknowledges that the Employer shall be entitled to assign the benefit of this Warranty at any time without the consent of the Designer being required. 10. The Designer undertakes that no material variation or amendment to or waiver of the terms of the Design Agreement shall be agreed with the Contractor without the prior written consent of the Employer. 11. Nothing in this Warranty shall be taken as diminishing or increasing any liability on the part of the Designer under the Design Agreement. 12. The Designer acknowledges that it has not relied on any information relating to the Project, the Site or the Works provided directly or indirectly by the Employer and that the Employer shall have no liability or responsibility to the Designer for any such information in the absence of fraud. 13. (1) Insofar as the patent, copyright or other intellectual property rights in any plans, calculations, drawings, documents, materials, know-how and information relating to the execution of the Works shall be vested in the Designer, the Designer grants to the Employer a royalty-free, non-exclusive and irrevocable licence (carrying the right to grant sub-licences) to use and reproduce any of the works, designs or inventions incorporated and referred to in such documents or materials and any such know-how and information for all purposes relating to the Works (including, without limitation, the design, construction, reconstruction, completion, maintenance, reinstatement, extension, repair and operation of the Works). To the extent beneficial ownership of any such patent, copyright or other intellectual property right is vested in anyone other than the Designer, the Designer shall use its reasonable endeavours to procure that the beneficial owner thereof shall grant a like licence to the Employer. Any such licence granted shall not be determined if the Design Agreement shall be revoked or expire or if the Design Agreement shall be terminated. (2) In the event of the Designer ceasing to be employed under the Design Agreement for any reason whatever, the Designer shall provide to the Employer for the retention and use by it, all drawings, diagrams, specifications, calculations and other data and information which the Designer has prepared or are within its possession or control relating to the Works whether or not previously provided. [STAMPS] Rev. 0: 26 April 2002 SCA/3 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT 14. All documents arising out of or in connection with this Warranty shall be served: (1) upon the Employer at [Insert Address]; and (2) upon the Designer at [Insert Address], Hong Kong. [SEE NOTE 3] 15. The Employer and the Designer may change their respective nominated addresses for service of documents to another address in Hong Kong but only by prior written notice to each other. All demands and notices must be in writing. 16. This Warranty shall be governed by and construed according to the laws for the time being in force in Hong Kong and, subject to Clause 17, the Designer agrees to submit to the non-exclusive jurisdiction of the Courts of Hong Kong. 17. (1) Any dispute or difference of any kind whatsoever between the Employer and the Designer arising under, out of or in connection with this Warranty shall be referred to arbitration in accordance with the Arbitration Rules. The reference shall be a domestic arbitration for the purpose of Part II of the Arbitration Ordinance (Cap. 341). References to "Dispute" in such arbitration rules are deemed to include any such dispute or difference between the Employer and the Designer. (2) In the event that the Employer is of the opinion that the issues in such a dispute or difference will or may touch upon or concern a dispute or difference arising under, out of or in connection with the Contract ("the Contract Dispute") then provided that an arbitrator has not already been appointed pursuant to Clause 17(1), the Employer may by notice in writing to the Designer require and the Designer shall be deemed to have consented to the referral of such dispute or difference to the arbitrator to whom the Contract Dispute has been or will be referred. (3) Save as expressly otherwise provided, the arbitrator shall have full power to open up, review and revise any decision, opinion, instruction, notice, order, direction, withholding of approval or consent, determination, certificate, statement of objection, assessment or valuation of the Employer, the Engineer under the Contract the Designer or the Contractor relating to the dispute or difference. [STAMPS] Rev. 0: 26 April 2002 SCA/4 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT IN WITNESS whereof this Warranty has been executed as a deed on the date first above written. THE SEAL of ) THE KOWLOON-CANTON ) RAILWAY CORPORATION ) is hereto affixed by authority of the ) Managing Board and signed by ) [ ] and [ ] ) in the presence of: ) --------------------------- (Authorized Signatory) --------------------------- (Authorized Signatory) THE COMMON SEAL of ) [Insert name of Designer] ) was affixed hereto ) in the presence of: ) ) OR SIGNED, SEALED AND DELIVERED ) by Mr [ ] ) for and on behalf of [Insert name of Designer] ) as lawful attorney of the Designer under ) Power of Attorney dated [ ] ) in the presence of [Insert name of Witness] ) as Witness ) ----------------------------- [SEE NOTE 4] [STAMPS] Rev. 0: 26 April 2002 SCA/5 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT NOTES FOR GUIDANCE IN PREPARATION OF WARRANTY BY DESIGNER These notes are prepared in order to assist the Designer in the preparation of the Warranty and cross refer to the note references contained in the draft Warranty itself. The note references contained in the draft Warranty shall be deleted from the engrossment of the Warranty when prepared by the Designer. NOTE 1 At the time of preparation of the Warranty by the Designer, the date should be left blank. The date will be inserted by the Employer at the time of execution of the Warranty by him. NOTE 2 The jurisdiction in which the Designer is incorporated shall be inserted. NOTE 3 The address for service shall be in Hong Kong. NOTE 4 The Designer shall execute the warranty under seal. This may be done either by: (a) affixing the Corporate Seal of the Designer in the presence of authorized signatories in accordance with the Articles of Association or other constitutional documents of the Designer; or (b) by execution under seal by an attorney appointed by a valid and binding Power of Attorney given by the Designer in accordance with its Articles of Association or other constitutional documents. The following documents shall be submitted with the executed warranty: 1. if executed by affixing the Corporate Seal: (a) an extract from the Designer's Articles of Association or other constitutional documents dealing with the execution of documents by use of the Corporate Seal of the Designer; and (b) a copy of the Board Resolution or a copy of the minutes of the meeting of the Board the Designer by which the execution of the Warranty was approved; [STAMPS] Rev. 0: 26 April 2002 SCA/6 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT 3. if executed by an attorney on behalf of the Designer: (a) a copy of the Power of Attorney by which the attorney is appointed by the Designer to execute documents on its behalf; and (b) evidence of the authority of the person providing the Power of Attorney to delegate powers to the attorney e.g. copy of the Board Resolution authorizing the appointment of the attorney or extracts from the Designer's Articles of Association or other constitutional documents dealing with the appointment of attorneys together with confirmation of the position or office held by the person giving the Power of Attorney; and 3. if the Designer is incorporated outside of Hong Kong, a legal opinion, if required by the Employer, in a form that shall be provided to the Designer, confirming the validity of the execution of the Warranty and of any Power of Attorney. [STAMPS] Rev. 0: 26 April 2002 SCA/7 Contract No. LCC-300 SPECIAL CONDITIONS OF CONTRACT ATTACHMENT 2 TO SPECIAL CONDITIONS OF CONTRACT [STAMPS] Rev. 1: 28 June 2002 Contract No. LCC-300 Addendum No. 1 SPECIAL CONDITIONS OF CONTRACT ATTACHMENT 2 TO THE SPECIAL CONDITIONS OF CONTRACT SCHEDULE 11 PART B EMPLOYEES' COMPENSATION INSURANCE 1. The Employer shall facilitate the establishment of an Employees' Compensation Master Policy (ECMP) with an Insurer duly licensed by Insurance Authority of the Hong Kong Special Administrative Region and in terms acceptable to the Employer. 2. In accordance with the provisions of Clause 33.1 (g) of the General Conditions, the Contractor shall procure insurance through the Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon) jointly for itself and for its sub-contractors of every tier from the Date for Commencement of the Works until the date of issue of the Defects Liability Certificate through the ECMP under procedures to be promulgated by the Employer before the Date of Commencement of the Works. 3. The Contractor shall pay the Employee's Compensation Insurance (ECI) premium, the Statutory Employee's Compensation Insurance Levy (ECIL) and any adjustment thereof, as determined by the insurers, on production of an invoice by Aon. In any event, the Contractor shall provide payment receipts issued by Aon for: (a) the ECI premium and ECIL, within 30 days from the date of Letter of Acceptance; and (b) any adjustment of the ECI premium and ECIL, within 30 days of the date of the invoice for any such adjustment. The ECI premium and ECIL, evidenced by the aforesaid payment receipts shall, notwithstanding any provision of the Contract, be reimbursed to the Contractor by the Employer without the deduction of Retention Moneys on the instruction of the Engineer pursuant to Clause 65.1(a) of the General Conditions. Without prejudice to any other provision of the Contract, a certificate certifying the reimbursement shall be issued by the Engineer within 7 days of the Contractor presenting the said receipts to the Engineer. Notwithstanding any other provision of the Contract, the Contractor shall not be entitled to receive any overhead or profit from the Employer on any ECI premium and ECIL reimbursed by the Employer to the Contractor. 4. Insurance coverage provided by ECMP shall follow the standard Accident Insurance Association of Hong Kong Employee's Compensation policy wording to indemnify the obligations of the Contractor and its sub-contractors of every tier and shall additionally include enhancements and extensions as set out in the synopsis, subject to any amendment required by the insurers, other than as a result of default of the Employer. [STAMPS] Rev. 2: 28 October 2002 SCB/1 Contract No. LCC-300 EAST RAIL EXTENSIONS SYNOPSIS OF INSURANCE REFERRED TO IN SCHEDULE 11 PART B EMPLOYEES' COMPENSATION INSURANCE PROGRAMME specifically for the KOWLOON-CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS PROJECT LOK MA CHAU SPUR LINE (Except Contracts LDB201, LCC205, LCC206 and LFCC007) [STAMPS] SCHEDULE 11 PART B SYNOPSIS OF INSURANCE MASTER POLICY Insured : Kowloon-Canton Railway Corporation as owner and/or Contractors and/or Subcontractors of any tier Insured Contracts : All civil works, contracts and systemwide contracts (railway operating system) other than Contracts LDB201, LCC205, LCC206 and LFCC007 for the Lok Ma Chau Spur Line for the East Rail Extensions Project. Territorial Limits : Hong Kong Special Administrative Region but including staff and workers temporarily working outside Hong Kong Special Administrative Region. Period of Insurance : For the duration of the Insured Contracts from date to be advised to completion of the Insured Contracts plus 12 months Defects Liability Period or to the extent and terms defined in each applicable contract separately. 1. Employees' Compensation Insurance Limit of Indemnity : HK$200 million any one accident Extensions : . Joint Insured Clause . Primary Insured Clause . Waiver of Subrogation Rights Against All Joint Insureds . Cancellation Clause . Future Amendments to Statutory Provisions (subject to additional premium payable and as recommended by AIA or relevant body) . W204 Indemnity to sub-contractors . W348 Witnessing Clause (Exception (a) . Emergency Fatality Payment Clause . Cover for Employees Temporarily Outside the H.K. Special Administrative Region [STAMPS] . Cover for Employees Whilst Undertaking Business Trips . Declaration to Master Policy . Jurisdiction . Terrorism Endorsement . Claims Reporting/Processing System and Medical Healthcare Scheme The foregoing insurance provides cover only for Employees within the meaning of the Hong Kong Employees' Compensation Ordinance. 2. Standalone Legal Liability Insurance (for claims at Common Law): . Insuring Independent Contractors and/or Sole Proprietors of subcontractors ("self employed labour only subcontractors/sole proprietors") subject to a limit of HK$100 million any one accident. Subject to policy terms, conditions and limitations. Deductibles for "self employed labour only subcontractors/sole proprietors": . 5% of adjusted loss amount with a minimum of HK$100,000 per accident [STAMPS] FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 1 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 Tenderer : Balfour Beatty - Lam Joint Venture ALTERNATIVE TENDER KOWLOON-CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS FORM OF TENDER Date: 9th August 2002 To: Director, East Rail Extensions Kowloon-Canton Railway Corporation Ground Floor, KCRC House, No.9 Lok King Street, Fo Tan, New Territories, Hong Kong. Dear Sir, Contract No. LCC-300 Lok Ma Chau Terminus and Associated Works 1. Having inspected the Site and examined the General Conditions of Contract, the Special Conditions of Contract, the Drawings and the Specification, any addenda and all other information issued by the Corporation in respect of the execution of the Works under the above-mentioned contract and having completed the Pricing Document contained in Appendix 2 hereto, we hereby [jointly and severally]* offer to execute the Works in conformity with the said General Conditions of Contract, Special Conditions of Contract, the Drawings and the Specification, the said addenda and the aforesaid other information and Appendices 1 and 2 hereto for such sum as may be ascertained in accordance with the said General Conditions of Contract, the Special Conditions of Contract and the Pricing Document as completed by us and appended hereto. 2. We confirm that, at the date hereof, we are not aware of any requirement contained in the documents referred to in Paragraph 1 above with which it is physically impossible to comply, save to the extent disclosed in the Tender. 3. We undertake [jointly and severally]* to substantially complete the Works and any Sections and achieve all Stages by the Key Dates stated in the Specification. 4. We undertake [jointly and severally]*: (a) to keep this Tender open for acceptance without unilaterally varying or amending its terms for the period stated in Appendix 1 hereto; [(The withdrawal of any member or any other change in the composition of the joint venture/consortium/partnership on whose behalf this Tender is submitted shall constitute a breach of this undertaking)]*; [STAMP] Rev. 0: 26 April 2002 Page 1 of 3 Contract No. LCC-300 Tenderer : Balfour Beatty - Lam Joint Venture ALTERNATIVE TENDER (b) if this Tender is accepted, to provide security for the due performance of the Contract as stipulated in the General Conditions of Contract and/or the Special Conditions of Contract; and (c) to hold in confidence all documents and information whether technical or commercial supplied to us at any time by or on behalf of the Corporation in connection with this Tender or the Works and, without your written authority or as otherwise required by law, not to publish or otherwise disclose the same. 5. Unless and until a formal agreement is prepared and executed, this Tender together with your written acceptance thereof shall constitute a binding contract between us. 6. We understand that you are not bound to accept the lowest or any tender you may receive. 7. We understand and agree that upon award of the Tender, the result of the evaluation and the bid of each Tenderer will be made known to all Tenderers in the interests of transparency. 8. This Tender shall be governed by and construed in all respects according to the laws for the time being in force in the Hong Kong Special Administrative Region. Yours faithfully, Witnessed by Signature /s/ D.R. Suff Signature /s/ Gary Goodburn ------------------------- ------------------------- Name D.R. Suff Name Gary Goodburn For and on behalf of Balfour Beatty Group Limited Occupation Proposals Manager Address 904 Skyway House, Address 904 Skyway House, 3 Sham 3 Sham Mong Road, Tai Kok Tsui Mong Road, Tai Kok Tsui, Kowloon Kowloon Date 9th August 2002 Witnessed by Signature /s/ Lo Tak Leung Signature /s/ Gary Goodburn ------------------------- ------------------------- Name Lo Tak Leung Name Gary Goodburn For and on behalf of ______________ Lam Construction Co. Ltd. Occupation Proposals Manager Address 2304-6 World Trade Centre Address 904 Skyway House, 3 Sham 280 Gloucester Road, Causeway Bay Mong Road, Tai Kok Tsui, Kowloon Hong Kong Date 9th August 2002 [STAMP] Rev. 0: 26 April 2002 Page 2 of 3 Contract No. LCC-300 Tenderer : Balfour Beatty - Lam Joint Venture ALTERNATIVE TENDER *Notes:- If the Tenderer comprises a partnership, joint venture or consortium:- (a) the provisions marked with an asterisk are to be retained subject to deletion of the brackets and the inapplicable descriptions (i.e. partnership, joint venture or consortium); (b) the liability of each member under the Tender, and under any contract formed upon its acceptance, will be joint and several; and (c) a representative of each member must sign the Form of Tender. [STAMP] Rev. 0: 26 April 2002 Page 3 of 3 Contract No. LCC-300 FORM OF TENDER APPENDIX 1 TO THE FORM OF TENDER [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS APPENDIX 1 TO THE FORM OF TENDER [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 1 TO THE FORM OF TENDER Balfour Beatty - Lam Joint Venture Tenderer __________________________ APPENDIX 1 TO THE FORM OF TENDER 1. DEFINITION OF 'PROJECT' (Clause GC-1.1 of the General Conditions) "Project" means the Lok Ma Chau Spur Line forming part of the East Rail Extensions which provides an extension to KCRC's existing electrified twin track railway system between the current Sheung Shui Station to a new Lok Ma Chau Terminus located at the boundary of Lok Ma Chau including Dongjiang Watermains diversion at Sheung Shui. 2. PERIOD FOR ACCEPTANCE OF THE TENDER (Paragraph 4(a) of the Form of Tender) Twenty six (26) weeks after the Tender Closing Date set out in the Letter of Invitation to Tender, or such later date as may be agreed in writing by the Corporation and the Tenderer. 3. DUTIES AND POWERS OF THE ENGINEER SUBJECT TO DIRECTION BY THE EMPLOYER (Clause GC-2.2 of the General Conditions): (a) Clauses GC-5.3 and 5.4 of the General Conditions Consent to proposed subcontractors and subcontract terms and conditions. (b) Clause GC-5.11 of the General Conditions The discontinuance of participation of a subcontractor in the Works. (c) Clause GC-6.6 of the General Conditions Consent to the appointment of a replacement of the Independent Checking Engineer. (d) Clause GC-16 of the General Conditions Review without objection of the Works Programme. (e) Clause GC-17 of the General Conditions Review without objection of the method statement. [STAMP] Rev. 0: 26 April 2002 Page 1 of 4 Contract No. LCC-300 FORM OF TENDER APPENDIX 1 TO THE FORM OF TENDER Balfour Beatty - Lam Joint Venture Tenderer __________________________ (f) Clause GC-21.6 of the General Conditions Instructing the rectification of loss/damage to the Works caused by Excepted Risks. (g) Clause GC-31.3 of the General Conditions Instructing the disposal of, or dealing with, antiquities. (h) Clause GC-45.3 of the General Conditions The award of extensions of time for the substantial completion of the Works or any Section or the achievement of any Stage. (i) Clause GC-46.2 of the General Conditions The instruction of increased rates of progress of the Works. (j) Clause GC-47.2 and 47.6 of the General Conditions Request for submission of proposals to Recover Delay and/or Accelerate the Works and the instruction of measures to Recover Delay and/or Accelerate the Works. (k) Clause GC-48.5 of the General Conditions Assessment of reduced rate of liquidated damages for delay. (l) Clause GC-51.1 of the General Conditions Instruction of the suspension of the Works or any Section, or any part of the Works. (m) Clause GC-53.1(b) of the General Conditions The instruction of additional work in the Defects Liability Period not originally included in the Drawings and/or the Specification. (n) Clause GC-54 of the General Conditions Issue of variation instructions in respect of work with an estimated value in excess of HK$500,000. [STAMP] Rev. 0: 26 April 2002 Page 2 of 4 Contract No. LCC-300 FORM OF TENDER APPENDIX 1 TO THE FORM OF TENDER Balfour Beatty - Lam Joint Venture Tenderer __________________________ (o) Clause GC-55A of the General Conditions The exercise of Option(s) by instructing the Contractor to execute the work comprised therein. (p) Clause GC-56 of the General Conditions The valuation of variation and other instructions. (q) Clause GC-57 of the General Conditions The assessment of Cost for disturbance to the progress of the Works. (r) Clause GC-62.1 of the General Conditions Withholding of consent to bring onto the Site any item of Contractor's Equipment not solely owned by the Contractor. (s) Clause GC-65.1 of the General Conditions The issue of instructions for the expenditure of Provisional Sums. (t) Clause GC-66.5 and 66.6 of the General Conditions Review of Interim Payment Schedule and Schedule of Milestones and the revision thereof. (u) Clause GC-74.1 of the General Conditions Service of notice of the Contractor's abandonment or breach of the Contract entitling the Employer to serve a notice of termination. 4. AMOUNT OF CONTRACTOR'S BOND (Clause 14.1(a) of the General Conditions) *** 5. LEVEL OF PROFESSIONAL INDEMNITY INSURANCE (Clause 33.1(f) of the General Conditions) *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 Page 3 of 4 Contract No. LCC-300 FORM OF TENDER APPENDIX 1 TO THE FORM OF TENDER Tenderer Balfour Beatty - Lam Joint Venture 6. LIQUIDATED DAMAGES FOR DELAY (Clauses 48.2 and 48.5 of the General Conditions)
LIQUIDATED TOTAL DAMAGES LIQUIDATED PAYABLE BY DAMAGES LIQUIDATED DAMAGES PAYABLE TO THE EMPLOYER TO PAYABLE TO THE EMPLOYER THIRD PARTY EMPLOYER (A) (B) (A+B) KEY DATE ------------------------------------------------------------------------------ NO. All figures below are HK$ per day for each day of delay) ------------------------------------------------------------------------------------------ KD-1 *** *** *** KD-2 *** *** *** KD-3 *** *** *** KD-4 *** *** *** KD-5 *** *** *** KD-6 *** *** *** KD-7 *** *** *** KD-8 *** *** *** KD-9 *** *** *** KD-10 *** *** *** KD-11 *** *** *** KD-12 *** *** *** KD-13 *** *** *** KD-14 *** *** *** KD-15 *** *** *** KD-16 *** *** *** KD-17 *** *** *** KD-18 *** *** *** KD-19 *** *** ***
Note: The liquidated damages for Key Dates KD-4, KD-15, KD-18 and KD-19 are inclusive of *** per day payable by the Employer to Third Party (i.e. The Government of the Hong Kong Special Administrative Region) respectively, which are only applicable upon the exercising by the Employer of the Works in Option 1. In the event that Option 1 is not exercised the total amounts of the liquidated damages in respect of Key Dates KD-4, KD-15, KD-18 and KD-19 shall be *** per day respectively. 7. LIMIT FOR LIQUIDATED DAMAGES FOR DELAY (Clause 48.6 of the General Conditions) *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 October 2002 Page 4 of 4 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT FORM OF TENDER APPENDIX 2 PRICING DOCUMENT TABLE OF CONTENTS Part 1 of 8 1. Preamble Pages 1 - 7 2. Pricing Schedule - Pricing Schedule Summary PS.SUM/1 and PS.SUM/2 - Cost Centres (A-J) Part 2 of 8 2. Pricing Schedule (Continued) - Lump Sum Breakdown (LSA1.1 - LSE13.1) Part 3 of 8 2. Pricing Schedule (Continued) - Lump Sum Breakdown (LSF1.1 - LSF7.2) Part 4 of 8 2. Pricing Schedule (Continued) - Lump Sum Breakdown (LSG1.1 - LSG5.1) Part 5 of 8 2. Pricing Schedule (Continued) - Lump Sum Breakdown (LSI1.1 - LSI15.1) 3. Schedule of Milestones Pages SM/1 - SM/16 4. Interim Payment Schedule Page IPS/1 - IPS/8 Part 6 of 8 5. Pricing Schedule (Option 1) - Cost Centres (K(R) - L) Part 7 of 8 5. Pricing Schedule (Option 1) (Cont'd) - Lump Sum Breakdown (LSL1.1 - LSL7.1) 6. Schedule of Milestones (Option 1) Pages SM/1 - SM/2 (Option 1) 7. Interim Payment Schedule (Option 1) Page IPS/1 - IPS/4 (Option 1) Part 8 of 8 8. Annex 1- Standard Method of Measurement Architectural Builder's Works and Finishes 9. Annex 2 - Standard Method of Measurement Building Services 10. Annex 3 - Additions and Amendments to the Methods of Measurement
[STAMP] Rev. 2: 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PREAMBLE [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE KOWLOON-CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT NO. LCC-300 PRICING DOCUMENT PREAMBLE A. INTRODUCTION 1.1 This Preamble to the Pricing Document describes and explains the various parts of the Pricing Document and their inter relationship. 1.2 Notwithstanding Clause 1.2.2 of the General Conditions, the headings and sub-headings contained in the Pricing Schedule, Lump Sum Breakdowns and Methods of Measurement shall be taken into consideration in the interpretation and construction of such documents. B. PRICING SCHEDULE 1. GENERAL 1.1 For payment purposes, the Works are divided into Cost Centres each of which represents a major item or series of interrelated items associated with the Works. It is not the intent that item descriptions contained in any Cost Centre fully define the scope of work to be executed under each Cost Centre. 1.2 Cost Centre A comprises the Preliminaries and General Requirements for both Core and Option Works. For the avoidance of doubt, the Preliminaries and General Requirements for Option 1 shall be deemed to be included in Cost Centre A. 1.3 Cost Centre J comprises Provisional Sums and Dayworks for both Core and Option Works. Expenditure against this Cost Centre, if any, will be subject to and in accordance with Clause 65 of the General Conditions in respect of Provisional Sums, and Clause 55 of the General Conditions in respect of Dayworks. The Cost Centre Value for Cost Centre J will be revised to nil upon the issue of the Letter of Acceptance, in accordance with Clause 66.2 of the General Conditions. 1.4 Cost Centres may be divided into Activity Bills and/or Parts describing elements of work, each of which has a price entered against it. The sum of all prices included in each Cost Centre shall represent the Cost Centre Value for that Cost Centre. [STAMP] Rev. 1: 28 June 2002 Page 1 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE 1.5 Cost Centres A (Core and Option Works), B, E, F, G, I (Core Works) and L (Option Works) contain lump sum items. The Cost Centre Values of such Cost Centres are not subject to adjustment in respect of the actual quantities of work executed by the Contractor or in respect of any mis-application of the Methods of Measurement in the preparation of the Lump Sum Breakdowns, and represent the extent of the Contractor's entitlement to receive payment in respect of such Cost Centres subject only to the express provisions of the Contract including without limitation, and where appropriate, the prior exercise of any Option by the Engineer in accordance with the Contract. Some of these Cost Centres have a corresponding Lump Sum Breakdown, which shall only be used for carrying out any valuation pursuant to Clause 56 of the General Conditions and revisions in accordance with Clause 66 of the General Conditions, save that the quantities and amounts contained therein shall have no contractual meaning or effect. 1.6 Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) contain remeasurement items. 1.7 Any error in the Pricing Schedule or omission therefrom shall not vitiate the Contract nor release the Contractor from the execution of the whole or any part of the Works according to the Drawings and the Specification or from any of his obligations under the Contract. 1.8 All rates and prices in this Pricing Document are expressed in Hong Kong Dollars. 1.9 The Contract does not provide for fluctuations or escalation in the prices contained in this Pricing Document. 2 REMEASUREMENT ITEMS 2.1 Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) containing remeasurement items, have been prepared in accordance with the procedures contained in the following Methods of Measurements: a) Civil Engineering Standard Method of Measurement, third edition reprinted with corrections in 1992, 1995 (CESMM3), which document is incorporated herein by reference; b) Standard Method of Measurement - Architectural Builder's Works and Finishes, included as Annex 1 of this Pricing Document; and c) Standard Method of Measurement - Building Services, included as Annex 2 of this Pricing Document, [STAMP] Rev. 1: 28 June 2002 Page 2 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE as appropriate and as amended by the ADDITIONS AND AMENDMENTS TO THE METHODS OF MEASUREMENT as set out in Annex 3 of this Pricing Document (collectively, "the Methods of Measurement"). The Methods of Measurement shall be used for the purpose of valuing variations pursuant to Clause 56 of the General Conditions and remeasurement pursuant to this paragraph B.2, only. 2.2 Where the words "Bills of Quantities" appear in the Methods of Measurement, such words shall be construed as "Lump Sum Breakdowns" and "Cost Centres containing remeasurement items", as appropriate. 2.3 The quantities set out in Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) are estimated quantities for remeasurement items and they are not to be taken as the actual and correct quantities of the work to be executed by the Contractor in fulfilment of his obligations under the Contract. 2.4 No instruction shall be required for any increase or decrease in the quantity of any work where such increase or decrease is not the result of an instruction given under Clause 54 of the General Conditions but is the result of the quantities exceeding or being less than those stated in Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works). 2.5 The Engineer shall correct any error or omission in respect of remeasurement items as a result of mis-application of the Methods of Measurement in the preparation of Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) and shall determine the value of the work actually carried out in accordance with the principles set out in Clause 56.2 of the General Conditions, provided that there shall be no rectification of any error, omission or wrong estimate in any description or rate inserted by the Contractor in the Pricing Schedule. 2.6 Where the Engineer is satisfied that the actual quantity of work executed in respect of any remeasurement item will be greater or less than the quantities stated in Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works), he shall ascertain and determine by measurement (in accordance with the procedures set forth in the Methods of Measurement) the quantity of work executed in accordance with the Contract. Subject to Paragraph B. 2.7 below, such work shall be valued at the applicable rates for remeasurement items set out in the Pricing Schedule or, if there are no appropriate rates in the Pricing Schedule, at other rates determined in accordance with Paragraph B. 2.5 above. The Engineer shall, in any event, undertake a final review of the quantity of work executed in respect of all remeasurement items included in any Cost Centre upon completion of the works in such Cost Centre. [STAMP] Rev. 0: 26 April 2002 Page 3 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE 2.7 Should the actual quantity of work executed in respect of any remeasurement item be substantially greater or less than that stated in the Pricing Schedule (other than an item included in the daywork schedule if any) and if in the opinion of the Engineer such increase or decrease of itself shall render the rate for such item unreasonable or inapplicable, the Engineer shall determine an appropriate increase or decrease of the rate for the item using the Pricing Schedule rate as the basis for such determination and shall notify the Contractor accordingly. Any difference in actual quantities executed by the Contractor and those stated in the Pricing Schedule shall not, in itself, amount to a variation to the Works pursuant to Clause 54 of the General Conditions. 3. COST CENTRE DESCRIPTIONS The scope and extent of the Works are to be ascertained by reference to the Contract documents as a whole and shall not be limited in any manner whatsoever by the descriptions in the Cost Centres or the descriptions and quantities of the items included in the Pricing Schedule and the Lump Sum Breakdowns. The Contractor acknowledges that the Pricing Schedule, as the same may incorporate Contractor's Other Charges (as defined in the Methods of Measurement) in any Cost Centre, either directly or by inclusion in the value for a lump sum item as reflected in the corresponding Lump Sum Breakdowns at the time of the Tender, fully describes for payment purposes, the price, scope and extent of the items of work to be undertaken in each Cost Centre. The activity descriptions within the Methods of Measurement for items shall be deemed to cover all aspects of the relevant item. In the event that the Contractor has not inserted any Contractor's Other Charges in respect of any Cost Centre, the Cost Centre Value of such Cost Centre shall be inclusive of all of the Contractor's obligations to execute that part of the Works covered by the Cost Centre and to perform all of his other obligations under the Contract in respect thereof, and the Contractor shall not be entitled to receive any further or additional payment in respect of such Cost Centre save as referred to in Paragraph 4.1 below. 4. PRICING SCHEDULE SUMMARY The total of the Cost Centre Values as shown in the Pricing Schedule Summary identifies the Tender Total which shall (subject to the provisions of the General Conditions of Contract, including, without limitation, Clause 66.2 (a) and the Special Conditions) be the total amount to be paid to the Contractor for executing the Works and performing all other obligations under the Contract, as described in or inferred from the Contract as a whole, subject only to any further amounts as may be determined by the Engineer as being due to the Contractor in accordance with the General Conditions in respect of Cost incurred, Dayworks or such other matters for which an entitlement to payment is the subject of express provisions of the General Conditions, Special Conditions or this Preamble. [STAMP] Rev. 0: 26 April 2002 Page 4 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE C. LUMP SUM BREAKDOWNS 1. The Lump Sum Breakdown for each lump sum item included in the Pricing Schedule shall be deemed to have been prepared in accordance with the procedures contained in the Methods of Measurement. The Lump Sum Breakdowns are included in the Pricing Document solely for the purpose of providing rates and prices for valuing variations in accordance with Clause 56 of the General Conditions and for facilitating any revisions made in accordance with Clause 66 of the General Conditions. The quantities and amounts included in the Lump Sum Breakdowns are relevant only for the Employer's assessment and evaluation of the Tender and the Contractor acknowledges that such quantities and amounts shall have no contractual meaning or effect. 2. The items set out in the Lump Sum Breakdowns are not to be taken as comprehensive nor the actual and correct items of that part of the Works to be executed by the Contractor in fulfilment of his obligations and liabilities under the Contract. 3. Any error in the Lump Sum Breakdowns or omission therefrom shall not vitiate the Contract nor release the Contractor from the execution of the whole or any part of the Works according to the Drawings and Specification or from any of his obligations or liabilities under the Contract. D. MEASUREMENT PROCEDURES 1. Measurement procedures in respect of remeasurement items included in Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) and items which are the subject of a variation instruction issued by the Engineer in accordance with Clause 54 of the General Conditions, shall be as follows: 1.1 when any part of the Works is required to be measured, the Engineer shall inform the Contractor who shall forthwith attend or send a representative to assist the Engineer in making such measurement and shall furnish all particulars required by him. Should the Contractor not attend or neglect or omit to send such representative or furnish all required particulars, then the measurement made by the Engineer shall be taken to be the correct measurement of the work; 1.2 for the purpose of measuring any part of the Permanent Works by records and drawings, the Engineer shall prepare records and drawings month by month of such work and the Contractor, as and when called upon to do so by the Engineer in writing, shall within 14 days attend to examine and agree such records and drawings with the Engineer and shall sign the same when so agreed and if the Contractor does not so attend to examine and agree any such records and drawings they shall be taken to be correct; and [STAMP] Rev. 0: 26 April 2002 Page 5 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE 1.3 if after examination of such records and drawings the Contractor does not agree the same or does not sign the same as agreed, they shall nevertheless be taken to be correct unless the Contractor shall, within 14 days of such examination, lodge with the Engineer for a decision by the Engineer a statement in writing of the respects in which such records and drawings are claimed by the Contractor to be incorrect, together with justification of the Contractor's claim. The provisions of this Paragraph shall not apply to those items of work which are expressly identified as lump sum items in the Pricing Schedule. Such lump sum items shall not be adjusted except in accordance with Clauses 54 and 55A.4 of the General Conditions. E. SCHEDULE OF MILESTONES 1. The Schedule of Milestones identifies Milestones which constitute essential or significant steps towards the completion of the works within each Cost Centre or actions to be carried out by the Contractor under the Contract, together with dates by which the Contractor must achieve each Milestone in order to maintain interim payments in accordance with the Contract. 2. The Schedule of Milestones imposes limits on the maximum accumulative and incremental payment percentages in the IPS. 3. Milestones and the dates for their achievement may be revised by the Engineer in accordance with Clause 66 of the General Conditions. 4. In this Contract, "achievement" of a Milestone means completion of the relevant work or performance of the relevant action in accordance with the requirements of the Contract, including, without limitation, the requirements applicable to the relevant work or action contained in the quality plans prepared by the Contractor and reviewed without objection by the Engineer. F. INTERIM PAYMENT SCHEDULE (IPS) 1. The Interim Payment Schedule (IPS) identifies the monthly accumulative percentage for each Cost Centre Value to be used to calculate the amount certified in Interim Payment Certificates in accordance with Clause 67 of the General Conditions. 2. In addition to the IPS for the Core Works, a separate IPS is included for Option 1 (IPS (Option 1)). In the event that the Engineer exercises Option 1 pursuant to Clause 55A of the General Conditions, the Contractor shall be paid for the execution of Option 1 in accordance with the IPS (Option 1). [STAMP] Rev. 1: 28 June 2002 Page 6 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PREAMBLE 3. The periods identified in the IPS as "months" shall be determined as follows: 3.1 if the Date for Commencement of the Works falls on or before the 20th day of a calendar month, that calendar month shall be the 1st month and succeeding calendar months shall be the 2nd and subsequent months; and 3.2 if the Date for Commencement of the Works falls on or after the 21st day of a calendar month, the next following calendar month shall be the 1st month and succeeding calendar months shall be the 2nd and subsequent months. 4. The following restraints shall apply to the percentages included in respect of each Cost Centre: 4.1 the incremental percentage increase between Milestones shall not be less than 2.5% of the Cost Centre Value in the period between which Milestones for the Cost Centre are stated to be achieved, except for Cost Centre A; 4.2 the IPS percentage shall not exceed 97.5% of the Cost Centre Value prior to the month in which the final Milestone is stated to be achieved; and 4.3 IPS percentages shall be to a maximum of two decimal places. 5. The IPS contains reference to the applicable Milestones within each Cost Centre. Each Cost Centre Milestone must be achieved by the Contractor in order to maintain the interim payments in accordance with the IPS. G. OFF-SHORE MANUFACTURING BONDS Off-Shore Manufacturing Bonds are not required for this Contract. [STAMP] Rev. 0: 26 April 2002 Page 7 Contract No. LCC-300 Contract LCC300 Lok Ma Chau Terminus and Associated Works BREAKDOWN OF ON-COST
Head Office Site Office Others Cost Activity Direct Overheads Profits Overheads Finance (Insurance) Total Centre Description Costs % % % % % % % ---------------------------------------------------------------------------------------------------------- A Preliminaries & General Requirements *** *** *** *** *** *** *** B to L Activity Description and/or Groups of items or Cost Centre as a whole *** *** *** *** *** *** ***
Note The Breakdown of On-Cost may be used by the Engineer for the purposes of the valuation of variations in accordance with Clause 56 of the General Conditions. *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PRICING SCHEDULE TABLE OF CONTENTS a) Pricing Schedule Summary b) Cost Centres [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PRICING SCHEDULE PRICING SCHEDULE SUMMARY [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PRICING SCHEDULE PRICING SCHEDULE SUMMARY [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 Contract No. LCC-300 PRICING SCHEDULE Pricing Schedule SUMMARY Item Description Amount HK$ ----------------------------------------------------------------------------- PRICING SCHEDULE SUMMARY COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS 78,867,289 COST CENTRE B - INSTRUMENTATION AND MONITORING 14,845,393 COST CENTRE C(R) - TERMINUS BUILDING - EARTHWORKS 24,267,834 COST CENTRE D(R) - TERMINUS BUILDING - PILING 145,183,914 COST CENTRE E - TERMINUS BUILDING - STRUCTURE 196,328,625 COST CENTRE F - TERMINUS BUILDING - ABWF 241,491,736 COST CENTRE G - TERMINUS BUILDING - ELECTRICAL AND MECHANICAL WORKS 198,442,921 COST CENTRE H(R) - EXTERNAL WORKS - EARTHWORKS 26,291,449 COST CENTRE I - EXTERNAL WORKS 107,037,384 COST CENTRE J - PROVISIONAL SUMS AND DAYWORKS 195,244,968 ----------------------------------------------------------------------------- CORRECTED TENDER TOTAL 1,227,981,513 ------------- CORRECTED Tender Total in Hong Kong Dollars ONE BILLION TWO HUNDRED AND TWENTY-SEVEN MILLION NINE HUNDRED EIGHTY-ONE THOUSAND FIVE HUNDRED AND THIRTEEN Signature /s/ D.R. Suff Signature /s/ Peter Lam ---------------------------- --------------------------- Name D.R. SUFF Name PETER LAM *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 October 2002 PS.SUM/1 Contract No. LCC-300 Contract No. LCC-300 PRICING SCHEDULE pricing Schedule SUMMARY Item Description Amount HK$ ------------------------------------------------------------------------ PRICING SCHEDULE SUMMARY (OPTION 1) COST CENTRE K(R) - EPIW - EARTHWORKS AND PILING (OPTION 1) *** COST CENTRE L - EPIW - STRUCTURE (OPTION 1) *** ------------------------------------------------------------------------ OPTION 1 TOTAL *** ----------- Option 1 Total in Hong Kong Dollars *** Signature /s/ D.R. Suff Signature /s/ Peter Lam ---------------------------- --------------------------- Name D.R. SUFF Name PETER LAM *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 PS.SUM/2 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PRICING SCHEDULE COST CENTRES [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Pricing Schedule Al : General Items
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL A1 : GENERAL ITEMS LSA1.1 General Requirements sum *** LSA1.2 Specified Requirements sum *** LSA1.3 Method-Related Charges sum *** ----------------------------------------------------------------------------------------- To Collection of Activity Bill A1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 A1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Pricing Schedule A1 : General Items
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------- To Collection of Activity Bill A1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 A1/2 Contract No. L2C-30 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Pricing Schedule Al : General Items Item Description Amount HK$ ------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL A1 : General Items Page No. A1/1 *** Page No. A1/2 *** ------------------------------------------------------------------------ To Summary of Cost Centre A *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 A1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Pricing Schedule Item Description Amount HK$ ------------------------------------------------------------------------ Summary of Cost Centre A : Preliminaries and General Requirements Page Al/COL/1 - General Items *** ------------------------------------------------------------------------ To Pricing Schedule Summary *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 A.SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Pricing Schedule Bl : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL B1 : SITE CLEARANCE INSTRUMENTATION AND MONITORING LSB1.1 Site Clearance sum *** LSB1.2 Instrumentation and Monitoring sum *** ----------------------------------------------------------------------------------------- To Collection of Activity Bill B1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April l 2002 B1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ----------------------------------------------------------------------------------------- To Collection of Activity Bill Bl *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 B1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) OFF SITE CALIBATION OF EQUIPMENT PRIOR TO USE WITHIN THE WORKS *** b) CENTRAL COMPUTERISED MONITORING STATION AND COMMUNICATING DISTRIBUTION NETWORK *** c) REPAIRS REPLACEMENT AND MAINTENANCE OF MONITORING EQUIPMENT *** d) SAFETY PROVISIONS *** ----------------------------------------------------------------------------------------- To Collection of Activity Bill B1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 October 2002 B1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring Item Description Amount HK$ ------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL B1 : Site Clearance, Instrumentation and Monitoring Page No. B1/1 *** Page No. B1/2 *** Page No. B1/3 *** ------------------------------------------------------------------------ To Summary of Cost Centre B *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 B1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Pricing Schedule SUMMARY Item Description Amount HK$ -------------------------------------------------------------------------- Summary of Cost Centre B : Instrumentation and Monitoring Page B1/COL/1 Site Clearance, Instrumentation and Monitoring *** -------------------------------------------------------------------------- To Pricing Schedule Summary *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 B.SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- (Note: This Cost Centre covers the site formation works for the Terminus and associated areas but excluding reed beds, which are included in Activity Bill No. H(R)3.1 of Cost Centre H(R).) GROUND INVESTIGATIONS Number B310 T2-101 size nr *** *** *** Depth without core recovery; T2-101 size B333 In holes of maximum depth 10-20m m *** *** *** B334 In holes of maximum depth 20-30m m *** *** *** B335 In holes of maximum depth 30-40m m *** *** *** B336 In holes of maximum depth 40-50m m *** *** *** Depth with core recovery; T2-101 size B343 In holes of maximum depth 10-20m m *** *** *** B344 In holes of maximum depth 20-30m m *** *** *** B345 In holes of maximum depth 30-40m m *** *** *** B346 In holes of maximum depth 40-50m m *** *** *** Depth cased B350 T2-101 size m *** *** *** Depth backfilled with sand B360 T2-101 size m *** *** *** B370 Core boxes, length of core 1000mm nr *** *** *** ----------------------------------------------------------------------------------------- To Collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 June 2002 Addendum No. 1 C(R)1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Samples From boreholes B429.1 76mm diameter Piston samples nr *** *** *** B429.2 76mm diameter Mazier samples nr *** *** *** B429.3 U100 samples in alluvial sand and gravel nr *** *** *** Site tests and observations B513 Standard penetration tests with liner samples nr *** *** *** B519 Vane shear tests nr *** *** *** Laboratory tests B711 Moisture content tests nr *** *** *** B712 Atterberg limit tests nr *** *** *** B713 Specific gravity tests nr *** *** *** B771 Uniaxial compression testing of core samples in NX size and 1000mm in height nr *** *** *** B775 Point load strength of core samples in NX size nr *** *** *** B790.1 Bulk density tests nr *** *** *** B790.2 Unconsolidated undrained triaxial testing of marine clay nr *** *** *** B790.3 One dimensional consolidated testing of marine clay nr *** *** *** ----------------------------------------------------------------------------------------- To Collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- GEOTECHNICAL AND OTHER SPECIALIST PROCESSES Rand drains: prefabricated, continuously extruded material, comprising a core and a filter C812 Number of drain, cross-sectional dimension 100-200mm nr *** *** *** C842 Depth of drains of maximum depth not exceeding 10m; cross-sectional dimension 100-200mm m *** *** *** C852 Depth of drains of maximum depth 10-15m; cross-sectional dimension 100-200mm m *** *** *** C862 Depth of drains of maximum depth 15-20m; cross-sectional dimension 100-200mm m *** *** *** ----------------------------------------------------------------------------------------- To Collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E411 Maximum depth not exceeding 0.25m m3 *** *** *** E412 Maximum depth 0.25-0.5m m3 *** *** *** E413 Maximum depth 0.5-1.0m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 Maximum depth 0.5-1m, commencing surface at +3.0mPD m3 *** *** *** E423.2 Maximum depth 0.5-1m, commencing surface at +3.SmPD m3 *** *** *** E423.3 Maximum depth 0.5-1m, commencing surface at +6.5mPD m3 *** *** *** E424.1 Maximum depth 1-2m, commencing surface at +3.0mPD m3 *** *** *** E424.2 Maximum depth 1-2m; commencing surface at +6.5mPD m3 *** *** *** E424.3 Maximum depth 1-2m; commencing surface at +7.0mPD m3 *** *** *** E425.1 Maximum depth 2-5m; commencing surface at +6.5mPD m3 *** *** *** E425.2 Maximum depth 2-5m; commencing surface at +9.0mPD m3 *** *** *** E425.3 Maximum depth 2-5m; commencing surface at +10.0mPD m3 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 October 2002 C(R)1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) Excavation ancillaries Trimming of excavated surfaces E512.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** Trimming of excavated surfaces; inclined at an angle of 10 DEG.-45 DEG. to the horizontal E512.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 Topsoil m3 *** *** *** E532 Material other than topsoil, rock or artificial hard material; surcharge mound m3 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) Filling Embankments E625.1 Imported natural material other than topsoil or rock; general filling material to surcharge mound m3 *** *** *** E625.2 Imported natural material other than topsoil or rock; CDG to surcharge mound m3 *** *** *** General E633.1 Non-selected excavated material other than topsoil or rock from removal of surcharge mound with hydraulic fill m3 *** *** *** E633.2 Non-selected excavated material other than topsoil or rock from removal of surcharge mound m3 *** *** *** E635.1 Imported natural material other than topsoil or rock; general filling material with hydraulic fill m3 *** *** *** E635.2 Imported natural material other than topsoil or rock; general filling material m3 *** *** *** E635.3 Imported natural material other than topsoil or rock; CDG m3 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) Filling ancillaries Trimming of filled surfaces E712.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** Trimming of filled surfaces; inclined at an angle of 10 DEG.- 45 DEG. to the horizontal E712.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** E730.1 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** E730.2 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum); inclined at an angle of 10 DEG.-45 DEG. to the horizontal m2 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) DEDUCTION FOR ADDED VALUE IN IMPORTED MATERIALS FOR REUSE WITHIN THE WORKS *** *** b) DEDUCTION FOR ADDED VALUE OF EARTHWORKS MATERIALS GENERATES WITHIN THE WORKS FOR THE WORKS.(DRAINAGE ARISINGS) ETC *** *** c) DEDUCTION FOR ADDED VALUE OF SURCHARGE MATERIAL DEPOSITIONED WITHIN THE WORKS *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 October 2002 C(R)1.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works Item Description Amount HK$ ------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEMS C(R)1.1 : Site Formation Works Page No. C(R)1.1/1 *** Page No. C(R)1.1/2 *** Page No. C(R)1.1/3 *** Page No. C(R)1.1/4 *** Page No. C(R)1.1/5 *** Page No. C(R)1.1/6 *** Page No. C(R)1.1/7 *** Page No. C(R)l.l/8 *** Page No. C(R)1.1/9 *** ------------------------------------------------------------------------ To Collection of Activity Bill C(R)1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)1: Site Formation Works C(R)1.1: Site Formation Works Item Description Amount HK$ ------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL C(R)1 : Site Formation Works Page No. C(R)1.1/COL/1 - Site Formation Works *** ------------------------------------------------------------------------ To Summary of Cost Centre C(R) *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)2: Station and Train Overrun Earthworks C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material; Commencing Surface at reduced level +5.125 mPD E322 maximum depth 0.25-0.5 m m3 *** *** *** E323 maximum depth 0.5-1 m m3 *** *** *** E324 maximum depth 1-2 m m3 *** *** *** E325 maximum depth 2-5 m m3 *** *** *** E326 maximum depth 5-10 m m3 *** *** *** Rock; Commencing Surface at reduced level +5.125 mPD E332 maximum depth 0.25-0.5 m m3 *** *** *** E333 maximum depth 0.5-1 m m3 *** *** *** E334 maximum depth 1-2 m m3 *** *** *** Artificial hard material E343 maximum depth 0.5-1 m m3 *** *** *** General Excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.50 mPD E422 maximum depth 0.25-0.5 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E432 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E442 maximum depth 0.25-0.5 m m3 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)2: Station and Train Overrun Earthworks C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- EARTHWORKS Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** General E634 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation or filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks Pricing Schedule C(R)2: Station and Train Overrun Earthworks C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$ ----------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------- To collection of Remeasurement Items C(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 0: 26 April 2002 C(R)2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)2 : Station and Train Overrun Earthworks C(R)2.1 : Station and Train Overrun Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item C(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)2.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)2 : Station and Train Overrun Earthworks C(R)2.1 : Station and Train Overrun Earthworks
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM C(R)2.1 : Station and Train Overrun Earthworks Page No. C(R)2.1/1 *** Page No. C(R)2.1/2 *** Page No. C(R)2.1/3 *** Page No. C(R)2.1/4 *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill C(R)2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)2 : Station and Train Overrun Earthworks C(R)2.1 : Station and Train Overrun Earthworks
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL C(R)2 : Station and Train Overrun Earthworks Page No. C(R)2.1/COL/1 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre C(R) *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material; Commencing Surface at reduced level +5.125 mPD E323 maximum depth 0.5-1 m m3 *** *** *** E324 maximum depth 1-2 m m3 *** *** *** E325 maximum depth 2-5 m m3 *** *** *** Rock; Commencing Surface at reduced level +5.125 mPD E333 maximum depth 0.5-1 m m3 *** *** *** E334 maximum depth 1-2 m m3 *** *** *** E335 maximum depth 2-5 m m3 *** *** *** Artificial hard material E343 maximum depth 0.5-1 m m3 *** *** *** General Excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.50 mPD E422 maximum depth 0.25-0.5 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E432 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E442 maximum depth 0.25-0.5 m m3 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item C(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** General E634 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item C(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item C(R) 3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item C(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM C(R)3.1 : Immigration Earthworks Page No. C(R)3.1/1 *** Page No. C(R)3.1/2 *** Page No. C(R)3.1/3 *** Page No. C(R)3.1/4 *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill C(R)3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule C(R)3 : Immigration Earthworks C(R)3.1 : Immigration Earthworks
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL C(R)3 : Immigration Earthworks Page No. C(R)3.1/COL/l *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre C(R) *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R)3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- Summary of Cost Centre C(R) : Terminus Building - Earthworks Page C(R)1/COL/1 - Site Formation Works *** C(R)2/COL/1 - Station and Train Overrun Earthworks *** C(R)3/COL/1 - Immigration Earthworks *** -------------------------------------------------------------------------------------------------------- To Pricing Schedule Summary *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 C(R).SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GROUND INVESTIGATION Rotary drilled boreholes; by rig Number B310.1 NX size nr *** *** *** B310.2 T2-101 size nr *** *** *** Depth without core recovery; NX size B334.1 In holes of maximum depth 20-30m m *** *** *** B335.1 In holes of maximum depth 30-40m m *** *** *** B336.1 In holes of maximum depth 40-50m m *** *** *** Depth without core recovery; T2-101 size B334.2 In holes of maximum depth 20-3Om m *** *** *** B335.2 In holes of maximum depth 30-40m m *** *** *** B336.2 In holes of maximum depth 40-50m m *** *** *** Depth with core recovery; NX size B344.1 In holes of maximum depth 20-30m m *** *** *** B345.1 In holes of maximum depth 30-40m m *** *** *** B346.1 In holes of maximum depth 40-50m m *** *** *** Depth with core recovery; T2-101 size B344.2 In holes of maximum depth 20-3Om m *** *** *** B345.2 In holes of maximum depth 30-40m m *** *** *** B346.2 In holes of maximum depth 40-50m m *** *** *** Depth cased B350 NX size m *** *** *** B350 T2-101 size m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Rotary drilled boreholes; by rig (cont'd) Depth backfilled with sand B360.1 NX size m *** *** *** B360.2 T2-101 size m *** *** *** B370 Core boxes, length of core 1000mm nr *** *** *** Samples From boreholes B429.1 76mm diameter Piston samples nr *** *** *** B429.2 76mm diameter Mazier samples nr *** *** *** B429.3 U100 samples in alluvial sand and gravel nr *** *** *** Site tests and observations B513 Standard penetration tests with liner samples; in rotary drilled boreholes nr *** *** *** B519 Vane shear tests nr *** *** *** Instrumental Observations Deformation monitoring point; Type 2; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.1 Installations nr *** *** *** B694.1 Monitoring visit *** *** *** B695.1 Reporting nr *** *** *** Deformation monitoring point; Type 3; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.2 Installations nr *** *** *** B694.2 Monitoring visit *** *** *** B695.2 Reporting nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 D(R)1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Laboratory tests B711 Moisture content tests nr *** *** *** B712 Atterberg limit tests nr *** *** *** B713 Specific gravity tests nr *** *** *** B771 Uniaxial compression testing of core samples in NX size and 1000mm in height nr *** *** *** B775 Point load strength of core samples in NX size nr *** *** *** B790.1 Bulk density tests nr *** *** *** B790.2 Unconsolidated undrained triaxial testing of marine clay nr *** *** *** B790.3 One dimensional consolidated testing of marine clay nr *** *** *** PILES Preliminary piles Bored cast in place concrete piles; grade 40/20D reinforced in-situ concrete; concrete category C; including steel tubes for testing and coring fully enclosed within concrete; commencing at level +3.0mPD to +10.0mPD Diameter: 1800mm P191.1 Number of piles nr *** *** *** P192.1 Concreted length m *** *** *** P193.1 Depth bored maximum depth 30-35m m *** *** *** P193.2 Depth bored maximum depth 35-40m m *** *** *** P193.3 Depth bored maximum depth 40-45m m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILES (CONT'D) Preliminary piles (Cont'd) Diameter: 2100mm P191.2 Number of piles nr *** *** *** P192.2 Concreted length m *** *** *** P193.4 Depth bored maximum depth 30-35m m *** *** *** P193.5 Depth bored maximum depth 40-45m m *** *** *** Diameter: 2400mm P191.3 Number of piles nr *** *** *** P192.3 Concreted length m *** *** *** P193.6 Depth bored maximum depth 25-3Om m *** *** *** P193.7 Depth bored maximum depth 30-35m m *** *** *** PILING ANCILLARIES Preliminary piles Cast in place concrete piles Boring through rock Q129.1 Diameter: 1800mm m *** *** *** Q129.2 Diameter: 2100mm m *** *** *** Q129.3 Diameter: 2400mm m *** *** *** Permanent corrugated Grade 43 steel casings 5mm thick each length exceeding 13m Q159.1 Diameter: 1800mm m *** *** *** Q159.2 Diameter: 2100mm m *** *** *** Q159.3 Diameter: 2400mm m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Preliminary piles (Cont'd) Cast in place concrete piles (Cont'd) Enlarged bases Q169.1 2100mm bell-out (maximum) to 1800mm diameter piles nr *** *** *** Q169.2 2400mm bell-out (maximum) to 2100mm diameter piles nr *** *** *** Q169.3 2700mm bell-out (maximum) to 2400mm diameter piles nr *** *** *** Cutting off surplus lengths; including removal of debonding materials Q179.1 diameter; 1800 mm m *** *** *** Q179.2 diameter; 2100 mm m *** *** *** Q179.3 diameter; 2400 mm m *** *** *** Preparing heads Q189.1 diameter; 1800 mm nr *** *** *** Q189.2 diameter; 2100 mm nr *** *** *** Q189.3 diameter; 2400 mm nr *** *** *** Reinforcement; deformed high yield steel bars to CS2:1995 of Hong Kong; with a temporary debonding material by elliot pile breaking method for all reinforcement protruding above permanent cut-off level Q212.1 Straight bars, nominal size exceeding 25mm t *** *** *** Q213.1 Helical bar nominal size 12mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Preliminary piles (Cont'd) Pile tests Maintain loading with various reactions Q819.1 Test load; 2,000-3,000t nr *** *** *** Q819.2 Test load; 3,000-4,000t nr *** *** *** Non-destructive integrity Q840.1 Sonic test nr *** *** *** Q840.2 Weld test by ultrasonic examination nr *** *** *** Q840.3 weld test by radiographic examination nr *** *** *** Q860.1 Number of cast in place concrete pile cored; full coring nr *** *** *** Q860.2 Number of cast in place concrete pile cored; pile/rock interface coring nr *** *** *** Q870.1 Coring of cast in place concrete piles; full coring m *** *** *** Q870.2 Coring of cast in place concrete piles; pile/rock interface coring m *** *** *** Q880.1 Core boxes, length of core 1000mm nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 D(R)1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R}1.1: Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILES Bored cast in place concrete piles; grade 40/20D reinforced in-situ concrete; concrete category C; including steel tubes for testing and coring fully enclosed within concrete; commencing at level +3.0mPD to +10.0mPD Diameter: 1800mm P191.4 Number of piles nr *** *** *** P192.4 Concreted length m *** *** *** P193.8 Depth bored maximum depth 20-25m m *** *** *** P193.9 Depth bored maximum depth 25-30m m *** *** *** P193.10 Depth bored maximum depth 30-35m m *** *** *** P193.11 Depth bored maximum depth 35-40m m *** *** *** P193.12 Depth bored maximum depth 40-45m m *** *** *** P193.13 Depth bored maximum depth 45-50m m *** *** *** Diameter: 2100mm P191.5 Number of piles nr *** *** *** P192.5 Concreted length m *** *** *** P193.14 Depth bored maximum depth 20-25m m *** *** *** P193.15 Depth bored maximum depth 25-30m m *** *** *** P193.16 Depth bored maximum depth 30-35m m *** *** *** P193.17 Depth bored maximum depth 35-40m m *** *** *** P193.18 Depth bored maximum depth 40-45m m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILES (CONT'D) Bored cast in place concrete piles; grade 40/20D reinforced in-situ concrete; concrete category C; including steel tubes for testing and coring fully enclosed within concrete; commencing at level +3.0mPD to +10.0mPD Diameter: 2400mm P191.6 Number of piles nr *** *** *** P192.6 Concreted length m *** *** *** P193.19 Depth bored maximum depth 20-25m m *** *** *** P193.20 Depth bored maximum depth 25-30m m *** *** *** P193.21 Depth bored maximum depth 30-35m m *** *** *** P193.22 Depth bored maximum depth 35-40m m *** *** *** P193.23 Depth bored maximum depth 40-45m m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES Cast in place concrete piles Boring through rock Q129.4 Diameter: 1800mm m *** *** *** Q129.5 Diameter: 2100mm m *** *** *** Q129.6 Diameter: 2400mm m *** *** *** Backfilling empty bore with approved material Q139.1 Diameter: 1800mm m *** *** *** Q139.2 Diameter: 2100mm m *** *** *** Q139.3 Diameter: 2400mm m *** *** *** Permanent corrugated Grade 43 steel casings 5mm thick each length exceeding 13m Q159.4 Diameter: 1800mm m *** *** *** Q159.5 Diameter: 2100mm m *** *** *** Q159.6 Diameter: 2400mm m *** *** *** Enlarged bases Q169.4 2100mm bell-out (maximum) to 1800mm diameter piles nr *** *** *** Q169.5 2400mm bell-out (maximum) to 2100mm diameter piles nr *** *** *** Q169.6 2700mm bell-out (maximum) to 2400mm diameter piles nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Cast in place concrete piles (Cont'd) Cutting off surplus lengths; including removal of debonding materials Q179.4 diameter; 1800mm m *** *** *** Q179.5 diameter; 2100mm m *** *** *** Q179.6 diameter; 2400mm m *** *** *** Preparing heads Q189.4 diameter; 1800mm nr *** *** *** Q189.5 diameter; 2100mm nr *** *** *** Q189.6 diameter; 2400 mm nr *** *** *** Reinforcement; deformed high yield steel bars to CS2:1995 of Hong Kong; with a temporary debonding material by elliot pile breaking method for all reinforcement protruding above permanent cut-off level Q212.2 Straight bars, nominal size exceeding 25mm t *** *** *** Q213.2 Helical bar nominal size 12mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Pile tests Maintain loading with various reactions Q819.3 Test load; 2,000-3,000t nr *** *** *** Q819.4 Test load; 3,000-4,000t nr *** *** *** Non-destructive integrity Q840.4 Sonic test nr *** *** *** Q840.5 Weld test by ultrasonic examination nr *** *** *** Q840.6 Weld test by radiographic examination nr *** *** *** Q860.3 Number of cast in place concrete pile cored; full coring nr *** *** *** Q860.4 Number of cast in place concrete pile cored; pile/rock interface coring nr *** *** *** Q870.3 Coring of cast in place concrete piles; full coring m *** *** *** Q870.4 Coring of cast in place concrete piles; pile/rock interface coring m *** *** *** Q880.2 Core boxes, length of core 1000mm nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 D(R)1.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 D(R)1.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) CALIBRATION AND CERTIFICATION OF EQUIPMENT *** b) IN PROCESS SAMPLING AND STORES FACILITIES *** c) AS BUILT DRAWINGS *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item D(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 D(R)1.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R): Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus D(R)1.1 : Piling to Terminus
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM D(R)1.1 : Piling to Terminus Page No. D(R)1.1/1 *** Page No. D(R)1.1/2 *** Page No. D(R)1.1/3 *** Page No. D(R)1.1/4 *** Page No. D(R)1.1/5 *** Page No. D(R)1.1/6 *** Page No. D(R)1.1/7 *** Page No. D(R)1.1/8 *** Page No. D(R)1.1/9 *** Page No. D(R)1.1/10 *** Page No. D(R)1.1/11 *** Page No. D(R)1.1/12 *** Page No. D(R)1.1/13 *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill D(R)1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 D(R)1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R) : Terminus Building - Piling Pricing Schedule D(R)1 : Piling to Terminus
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL D(R)1 : Piling to Terminus Page No. D(R)1.1/COL/1 - Piling to Terminus *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre D(R) *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 D(R)1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre D(R) : Terminus Building - Piling Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- Summary of Cost Centre D(R): Terminus Building - Piling Page D(R)1/COL/1 - Piling to Terminus *** -------------------------------------------------------------------------------------------------------- To Pricing Schedule Summary *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 D(R).SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E1 : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E1: STATION AND TRAIN OVERRUN SUBSTRUCTURE LSE1.1 Pile Caps and Tie Beams sum *** LSE1.2 Base Slabs sum *** LSE1.3 Underground Drainage sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E1 : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule El : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule El : Station and Train Overrun Substructure
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E1 : Station and Train Overrun Substructure Page No. El/1 *** Page No. El/2 *** Page No. El/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 El/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E2: IMMIGRATION SUBSTRUCTURE LSE2.1 Pile Caps and Tie Beams sum *** LSE2.2 Base Slabs sum *** LSE2.3 Underground Drainage sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E2 : Immigration Substructure
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E2 : Immigration Substructure page No. E2/1 *** page No. E2/2 *** Page No. E2/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E3: STATION (GL X7-27/M-Q, 5.45m-15.00m) LSE3.1 Columns sum *** LSE3.2 Suspended Beams and Slabs sum *** LSE3.3 Walls sum *** LSE3.4 Structural Steelwork sum *** LSE3.5 BWIC with Services sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E3 : Station (GL, X7-27/M-Q. 5.45m-l5.00m) Page No. E3/1 *** page No. E3/2 *** Page No. E3/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E4: STATION (GL X7-27/M-Q, 15.00m-21.96m) LSE4.1 Columns sum *** LSE4.2 Suspended Beams and Slabs sum *** LSE4.3 Walls sum *** LSE4.4 Structural Steelwork sum *** LSE4.5 BWIC with Services sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Page No. E4/1 *** Page No. E4/2 *** Page No. E4/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E5: STATION (GL X7-27/M-Q, 21.96m-28.82m) LSE5.1 Columns sum *** LSE5.2 Suspended Beams and Slabs sum *** LSE5.3 Walls sum *** LSE5.4 Structural Steelwork sum *** LSE5.5 BWIC with Services sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E5: Station (GL X7-27/M-Q, 21.96m-28.82m) Page No. E5/1 *** Page No. E5/2 *** Page No. E5/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E6: STATION (GL X1-27/M-Q, 28.82m-39.47m) LSE6.1 Columns sum *** LSE6.2 Suspended Beams and Slabs sum *** LSE6.3 Walls sum *** LSE6.4 Structural Steelwork sum *** LSE6.5 BWIC with Services sum *** -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E6: Station (GL X1-27/M-Q, 28.82m-39.47m) Page No. E6/1 *** Page No. E6/2 *** Page No. E6/3 *** -------------------------------------------------------------------------------------------------------- To Summary of Cost Centre E *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E7: STATION - STAIRCASES LSE7.1 Staircases sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E7 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E7 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E7 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E7 : Station - Staircases ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E7 : Station - Staircases Page No. E7/1 *** Page No. E7/2 *** Page No. E7/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E8: STATION - WATER TANKS LSE8.1 Water Tanks sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E8 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E8 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E8 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E8 : Station - Water Tanks ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E8 : Station - Water Tanks Page No. E8/1 *** Page No. E8/2 *** Page No. E8/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E9: IMMIGRATION (GL C-M/9-19, 5.45m-15.05m) LSE9.1 Columns sum *** LSE9.2 Suspended Beams and Slabs sum *** LSE9.3 Walls sum *** LSE9.4 Structural Steelwork sum *** LSE9.5 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E9 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E9 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E9 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Page No. E9/1 *** Page No. E9/2 *** Page No. E9/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E10: IMMIGRATION (GL C-M/9-19, 15.05m-21.96m) LSE10.1 Columns sum *** LSE10.2 Suspended Beams and Slabs sum *** LSE10.3 Walls sum *** LSE10.4 Structural Steelwork sum *** LSE10.5 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E10 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E10 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E10 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Page No. E10/1 *** Page No. E10/2 *** Page No. E10/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E11: IMMIGRATION (GL C-M/9-19, 21.96m-28.87m) LSE11.1 Columns sum *** LSE11.2 Suspended Beams and Slabs sum *** LSE11.3 Walls sum *** LSE11.4 Structural Steelwork sum *** LSE11.5 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E11 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E11/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E11 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E11/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E11 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E11/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Page No. E11/1 *** Page No. E11/2 *** Page No. E11/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E11/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E12: IMMIGRATION (GL C-M/9-19, 28.87m-38.47m) LSE12.1 Columns sum *** LSE12.2 Suspended Beams and Slabs sum *** LSE12.3 Walls sum *** LSE12.4 Structural Steelwork sum *** LSE12.5 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E12 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E12/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E12 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E12/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E12 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E12/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m) ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E12 Immigration (GL C-M/9-19, 28.87m-38.47m) Page No. E12/1 *** Page No. E12/2 *** Page No. E12/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E12/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL E13: IMMIGRATION - STAIRCASES LSE13.1 Staircases sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E13 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E13/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E13 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E13/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill E13 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E13/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule E13 : Immigration - Staircases ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL E13 : Immigration - Staircases Page No. E13/1 *** Page No. E13/2 *** Page No. E13/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre E *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E13/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- Summary of Cost Centre E - Terminus Building Structure Page E1/COL/1 - Station and Train Overrun Substructure *** E2/COL/1 - Immigration Substructure *** E3/COL/1 - Station (GL X7-27/M-Q, 5.45m-15.00m) *** E4/COL/1 - Station (GL X7-27/M-Q, 15.00m-21.96m) *** E5/COL/1 - Station (GL X7-27/M-Q, 21.96m-28.82m) *** E6/COL/1 - Station (GL X1-27/M-Q, 28.82m-39.47m) *** E7/COL/1 - Station - Staircases *** E8/COL/1 - Station - Water Tanks *** E9/COL/1 - Immigration (GL C-M/9-19, 5.45m-15.05m) *** E10/COL/1 - Immigration (GL C-M/9-19, 15.05m-21.96m) *** E11/COL/1 - Immigration (GL C-M/9-19, 21.96m-28.87m) *** E12/COL/1 - Immigration (GL C-M/9-19, 28.87m-39.47m) *** E13/COL/1 - Immigration - Staircases *** ----------------------------------------------------------------------------- To Pricing Schedule Summary *** ----------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 E.SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F1 :Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR BILL ACTIVITY BILL F1: STATION LSF1.1 Station - ABWF sum *** LSF1.2 Station Plant Rooms - ABWF sum *** LSF1.3 Station Acoustic Treatment - ABWF sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F1 : Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F1 : Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF pricing Schedule F1 : Station ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL F1 : Station Page No. F1/1 *** Page No. F1/2 *** Page No. F1/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre F *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL F2: STATION TRADING LSF2.1 Station Trading - ABWF sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F2 : Station Trading ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL F2 : Station Trading Page No. F2/1 *** Page No. F2/2 *** Page No. F2/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre F *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL F3: GOVERNMENT ACCOMMODATION LSF3.1 Government Accommodation - ABWF sum *** LSF3.2 Government Accommodation Plant Rooms - ABWF sum *** LSF3.3 Government Accommodation Acoustic Treatment - ABWF sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F3 : Government Accommodation ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL F3 : Government Accommodation Page No. F3/1 *** Page No. F3/2 *** Page No. F3/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre F *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL F4: DUTY FREE LSF4.1 Duty Free - ABWF sum *** LSF4.2 Duty Free Plant Rooms - ABWF sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F4 : Duty Free ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL F4 : Duty Free Page No. F4/1 *** Page No. F4/2 *** Page No. F4/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre F *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL F5: SHARED FACILITIES LSF5.1 Shared Facilities - ABWF sum *** --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F5 : Shared Facilities ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL F5 : Shared Facilities Page No. F5/1 *** Page No. F5/2 *** Page No. F5/3 *** ----------------------------------------------------------------------------- To Summary of Cost Centre F *** ------------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL F6: EXTERNAL FACADE LSF6.1 Station Facade sum *** LSF6.2 Immigration Facade sum *** LSF6.3 Not Used --------------------------------------------------------------------------------------------------------- To Collection of Activity Bill F6 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 F6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill F6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill F6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building -ABWF Pricing Schedule F6 : External Facade ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF ACTIVITY BILL F6 : External Facade Page No. F6/1 *** Page No. F6/2 *** Page No. F6/3 *** ---------------------------------------------------------- To Summary of Cost Centre *** --------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ LUMP SUM ITEMS FOR ACTIVITY BILL F7: ROOF FINISHES LSF7.1 Station Roof sum *** LSF7.2 Immigration Roof sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill F7 *** ---------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill F7 *** ---------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill F7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Pricing Schedule F7 : Roof Finishes ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF ACTIVITY BILL F7 : Roof Finishes Page No. F7/1 *** Page No. F7/2 *** Page No. F7/3 *** ----------------------------------------------------------- To Summary of Cost Centre F *** --------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F Terminus Building - ABWF Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- Summary of Cost Centre F : Terminus Building - ABWF Page Fl/COL/1 - Station *** F2/COL/1 - Station Trading *** F3/COL/1 - Government Accommodation *** F4/COL/1 - Duty Free *** F5/COL/1 - Shared Facilities *** F6/COL/1 - External Facade *** F7/COL/1 - Roof Finishes *** --------------------------------------------------------------------- To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 F.SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ LUMP SUM ITEMS FOR ACTIVITY BILL G1: ECS LSG1.1 Chilled Water System sum *** LSG1.2 Condensate Drains sum *** LSG1.3 Ventilation Systems sum *** LSG1.4 Air Conditioning Systems sum *** LSG1.5 Special Exhaust Systems sum *** LSG1.6 Control Systems sum *** LSG1.7 Sundries sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill G1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill G1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G1/2 Contract NO. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method - Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill G1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G1 : ECS ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL G1 : ECS Page No. G1/1 *** Page No. G1/2 *** Page No. G1/3 *** -------------------------------------------------------------------------- To Summary of Cost Centre G *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ LUMP SUM ITEMS FOR ACTIVITY BILL G2: ELECTRICAL LSG2.1 Incoming Services sum *** LSG2.2 Standby Equipment sum *** LSG2.3 Main Distribution System sum *** LSG2.4 Lighting and Power sum *** LSG2.5 Earthing and Lightning Protection Systems sum *** LSG2.6 Building Automation System sum *** LSG2.7 Special Services sum *** LSG2.8 Trunking, Ducting, Cable Tray and Conduit sum *** LSG2.9 Sundries sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill G2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G Terminus Building - E&M Works Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill G2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill G2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G2/3 CONTRACT NO. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G2 : Electrical ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL G2 : Electrical Page No. G2/1 *** Page No. G2/2 *** Page No. G2/3 *** ------------------------------------------------------------------ To Summary of Cost Centre G *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ LUMP SUM ITEMS FOR ACTIVITY BILL, G3: FIRE SERVICES LSG3.1 Incoming Main sum *** LSG3.2 Street Fire Hydrant System sum *** LSG3.3 Fire Hydrant and Hose Reel System sum *** LSG3.4 Automatic Wet Sprinkler System sum *** LSG3.5 Recycling Pre-action Sprinkler System sum *** LSG3.6 Automatic Fire Alarm and Detection System sum *** LSG3.7 Aspirating Smoke Detection System sum *** LSG3.8 Total Flooding System sum *** LSG3.9 Portable Appliances sum *** LSG3.10 Control Systems sum *** LSG3.11 Sundries sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill G3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill G3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill G3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G3 : Fire Services ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL G3 : Fire Services Page No. G3/1 *** Page No. G3/2 *** Page No. G3/3 *** ------------------------------------------------------------------ To Summary of Cost Centre G *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ LUMP SUM ITEMS FOR ACTIVITY BILL G4 : PLUMBING AND DRAINAGE LSG4.1 Syphonic Rainwater Drainage Systems sum *** LSG4.2 Sanitary Fittings sum *** LSG4.3 Soil, Waste and Vent Pipe Systems sum *** LSG4.4 Cold Water Installation sum *** LSG4.5 Hot Water Installation sum *** LSG4.6 Flushing Water Installation sum *** LSG4.7 Cleansing Water Installation sum *** LSG4.8 Special Services : Town Gas sum *** LSG4.9 Control Systems sum *** LSG4.10 Sundries sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill G4 *** --------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill G4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill G4 *** --------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G4 : Plumbing and Drainage ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF ACTIVITY BILL G4 : Plumbing and Drainage Page No. G4/1 *** Page No. G4/2 *** Page No. G4/3 *** ---------------------------------------------------------- To Summary of Cost Centre G *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL G5 : BUILDING MAINTENANCE UNIT SYSTEM LSG5.1 Building Maintenance Unit System sum *** ------------------------------------------------------------------------------------------ To Collection of Activity Bill G5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Activity Bill G5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Activity Bill G5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule G5 : Building Maintenance Unit System ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------ COLLECTION OF ACTIVITY BILL G5 : Building Maintenance Unit System Page No. G5/1 *** Page No. G5/2 *** Page No. G5/3 *** ------------------------------------------------------------ To Summary of Cost Centre G *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- Summary of Cost Centre G : Terminus Building - E&M Works Page G1/COL/1 - ECS *** G2/COL/1 - Electrical *** G3/COL/1 - Fire Services *** G4/COL/1 - Plumbing and Drainage *** G5/COL/1 - Building Maintenance Unit System *** -------------------------------------------------------------------------------- To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 G.SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material; Commencing Surface at reduced level +0.325 mPD E323 maximum depth 0.5-1 m m3 *** *** *** E324 maximum depth 1-2 m m3 *** *** *** Rock; Commencing Surface at reduced level +0.325 mPD E334 maximum depth 1-2 m m3 *** *** *** Artificial hard material E344 maximum depth 1-2 m m3 *** *** *** General excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.5 mPD E426 maximum depth 5-10 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E436 maximum depth 5-10 m m3 *** *** *** Artificial hard material E446 maximum depth 5-10 m m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)1.1 *** --------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R)1.1 : Sewage Treatment Plant Earthworks Page No. H(R)1.1/1 *** Page No. H(R)1.1/2 *** Page No. H(R)1.1/3 *** Page No. H(R)1.1/4 *** -------------------------------------------------------------------- To Collection of Activity Bill H(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1.1/COL/1 Contract NO. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks H(R)1.1 : Sewage Treatment Plant - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)1 : Sewage Treatment Plant Earthworks Page No. H(R)1.1/COL/1 *** -------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS General excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.50 mPD E421 maximum depth not exceeding 0.25 m m3 *** *** *** E423 maximum depth 0.5-1 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E431 maximum depth not exceeding 0.25 m m3 *** *** *** E433 maximum depth 0.5-1 m m3 *** *** *** Artificial hard material E441 maximum depth not exceeding 0.25 m m3 *** *** *** E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Remeasurement Item H(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks H(R)2.1 : Roadworks and Hard Landscaping - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R)2.1 : Roadworks and Hard Landscaping - Earthworks Page No. H(R)2.1/1 *** Page No. H(R)2.1/2 *** Page No. H(R)2.1/3 *** -------------------------------------------------------------------------- To Collection of Activity Bill H(R)2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks H(R)2.1 : Roadworks and Hard Landscaping - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)2 : Roadworks and Hard Landscaping - Earthworks Page No. H(R)2.1/COL/1 *** -------------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GROUND INVESTIGATIONS Rotary drilled boreholes; by rig Number B310 T2-101 size nr *** *** *** Depth without core recovery; T2-101 size B333 In holes of maximum depth 10-20m m *** *** *** B334 In holes of maximum depth 20-30m m *** *** *** B335 In holes of maximum depth 30-40m m *** *** *** B336 In holes of maximum depth 40-50m m *** *** *** Depth with core recovery; T2-101 size B343 In holes of maximum depth 10-20m m *** *** *** B344 In holes of maximum depth 20-30m m *** *** *** B345 In holes of maximum depth 30-40m m *** *** *** B346 In holes of maximum depth 40-50m m *** *** *** Depth cased B350 T2-101 size m *** *** *** Depth backfilled with sand B360 T2-101 size m *** *** *** B370 Core boxes, length of core 1000mm nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 Addendum No. 1 H(R)3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Samples From boreholes B429.1 76mm diameter Piston samples nr *** *** *** B429.2 76mm diameter Mazier samples nr *** *** *** B429.3 U100 samples in alluvial sand and gravel nr *** *** *** Site tests and observations B513 Standard penetration tests with liner samples, nr *** *** *** B519 Vane shear tests nr *** *** *** Laboratory tests B711 Moisture content tests nr *** *** *** B712 Atterberg limit tests nr *** *** *** B713 Specific gravity tests nr *** *** *** B771 Uniaxial compression testing of core samples in NX size and 1000mm in height nr *** *** *** B775 Point load strength of core samples in NX size nr *** *** *** B790.1 Bulk density tests nr *** *** *** B790.2 Unconsolidated undrained triaxial testing of marine clay nr *** *** *** B790.3 One dimensional consolidated testing of marine clay nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GEOTECHNICAL AND OTHER SPECIALIST PROCESSES Band drains; prefabricated, continuously extruded material, comprising a core and a filter C812 Number of drain, cross-sectional dimension 100-200mm nr *** *** *** C842 Depth of drains of maximum depth not exceeding 10m; cross-sectional dimension 100-200mm m *** *** *** C852 Depth of drains of maximum depth 10-15m; cross-sectional dimension 100-200mm m *** *** *** C862 Depth of drains of maximum depth 15-20m; cross-sectional dimension 100-200mm m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS General excavation Topsoil E411 Maximum depth not exceeding 0.25m m3 *** *** *** E412 Maximum depth 0.25-0.5m m3 *** *** *** E413 Maximum depth 0.5-1.0m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 Maximum depth 0.5-lm, commencing surface at +4.0mPD m3 *** *** *** E423.2 Maximum depth 0.5-lm, commencing surface at +6.0mPD m3 *** *** *** E424.1 Maximum depth l-2m, commencing surface at +4.0mPD m3 *** *** *** E424.2 Maximum depth l-2m; commencing surface at +6.0mPD m3 *** *** *** E425 Maximum depth 2-5m; commencing surface at +4.0mPD m3 *** *** *** Rock E433 Maximum depth 0.5-lm, commencing surface at +4.0mPD m3 *** *** *** E434 Maximum depth l-2m; commencing surface at +4.0mPD m3 *** *** *** E435 Maximum depth 2-5m; commencing surface at +4.0mPD m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.l : 28 June 2002 Addendum No. 1 H(R)3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS (CONT'D) Excavation ancillaries Trimming of excavated surfaces E512 Material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of excavated surfaces E522.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** E523.1 Rock m2 *** *** *** Preparation of excavated surfaces; inclined at an angle of 10 DEG.-45 DEG. to the horizontal E522.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** E523.2 Rock m2 *** *** *** Disposal of excavated material E531 Topsoil m3 *** *** *** E532 Material other than topsoil, rock or artificial hard material; surcharge mound m3 *** *** *** E533 Rock m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.l : 28 June 2002 Addendum No. 1 H(R)3.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS (CONT'D) Fi11ing Embankments E625 Imported natural material other than topsoil or rock; general filling material to surcharge mound m3 *** *** *** E623 Non-selected excavated material other than topsoil or rock m3 *** *** *** General E635.1 Imported natural material other than topsoil or rock; general filling material with hydraulic fill m3 *** *** *** E635.2 Imported natural material other than topsoil or rock; general filling material m3 *** *** *** E635.3 Imported natural material other than topsoil or rock; CDG m3 *** *** *** E637 Imported rock; gravel m3 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.l : 28 June 2002 Addendum No. 1 H(R)3.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ EARTHWORKS (CONT'D) Filling ancillaries Trimming of filled surfaces E712.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** E713 Rock m2 *** *** *** Trimming of filled surfaces; inclined at an angle of 10 DEG.- 45 DEG. to the horizontal E712.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of filled surfaces E722.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of filled surfaces; inclined at an angle of 10 DEG.- 45 DEG. to the horizontal E722.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** E730 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.l : 28 June 2002 Addendum No. 1 H(R)3.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)3.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R): External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) DEDUCTION FOR ADDED VALUE IN IMPORTED MATERIALS FOR REUSE *** *** b) DEDUCTION FOR ADDED VALUE OF EARTHWORKS MATERIAL GENERATED WITHIN THE WORKS FOR THE WORKS. (DRAINAGE ARISING) ETC. *** *** c) DEDUCTION FOR ADDED VALUE OF SURCHARGE MATERIAL DEPOSITIONED WITHIN THE WORKS *** *** ------------------------------------------------------------------------------------------ To Collection of Remeasurement Items H(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 H(R)3.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)3: Reed Bed - Earthworks H(R)3.1: Reed Bed - Earthworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEMS H(R)3.1 : Reed Bed - Earthworks Page No. H(R)3.1/1 *** Page No. H(R)3.1/2 *** Page No. H(R)3.1/3 *** Page No. H(R)3.1/4 *** Page No. H(R)3.1/5 *** Page No. H(R)3.1/6 *** Page No. H(R)3.1/7 *** Page No. H(R)3.1/8 *** Page No. H(R)3.1/9 *** ------------------------------------------------------------------------- To Collection of Activity Bill H(R)3 *** -------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)3 : Reed Bed - Earthworks H(R)3.1 : Reed Bed - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL, H(R)3 : Reed Bed - Earthworks Page No. H(R)3.1/COL/1 : Reed Bed - Earthworks *** -------------------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.50 mPD E423.1 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface at reduced level +4.80 mPD E423.2 maximum depth 0.5-1 m m3 *** *** *** E424 maximum depth 1-2 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E433 maximum depth 0.5-1 m m3 *** *** *** Artificial hard material E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)4.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS Fi11ing General E632 imported topsoil m3 *** *** *** Depth 40 mm; inclined at an angle of 10 degrees - 45 degrees to the horizontal E645.1 imported pea gravel m2 *** *** *** Depth 250 mm; inclined at an angle of 10 degrees - 45 degrees to the horizontal E645.2 imported granular filter material m2 *** *** *** Filling ancillaries Trimming of filled surfaces E711 imported topsoil m2 *** *** *** E712 imported pea gravel; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)4.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)4.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)4.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R) 4.1 : Soft Landscaping - Earthworks Page No. H(R)4.1/1 *** Page No. H(R)4.1/2 *** Page No. H(R)4.1/3 *** Page No. H(R)4.1/4 *** -------------------------------------------------------------------------------- To Collection of Activity Bill H(R)4 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)4 : Soft Landscaping - Earthworks H(R)4.1 : Soft Landscaping - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)4 : Soft Landscaping - Earthworks Page No. H(R)4.1/COL/1 *** -------------------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material E323 Maximum depth 0.5-1m m3 *** *** *** E324 Maximum depth 1-2m m3 *** *** *** E325 Maximum depth 2-5m m3 *** *** *** Rock E333 Maximum depth 0.5-1m m3 *** *** *** E334 Maximum depth 1-2m m3 *** *** *** E335 Maximum depth 2-5m m3 *** *** *** Artificial hard material E343.1 Maximum depth 0.5-1m m3 *** *** *** E344.1 Maximum depth 1-2m m3 *** *** *** E345.1 Maximum depth 2-5m m3 *** *** *** Excavation for foundations: by hand Artificial hard material E343.2 Maximum depth 0.5-1m m3 *** *** *** E344.2 Maximum depth 1-2m m3 *** *** *** E345.2 Maximum depth 2-5m m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) General Excavation Topsoil E413 Maximum depth 0.5-1m m3 *** *** *** E414 Maximum depth 1-2m m3 *** *** *** E415 Maximum depth 2-5m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423 Maximum depth 0.5-1m m3 *** *** *** E424 Maximum depth 1-2m m3 *** *** *** E425 Maximum depth 2-5m m3 *** *** *** Rock E433 Maximum depth 0.5-1m m3 *** *** *** E434 Maximum depth 1-2m m3 *** *** *** E435 Maximum depth 2-5m m3 *** *** *** Artificial hard material E443 Maximum depth 0.5-1m m3 *** *** *** E444 Maximum depth 1-2m m3 *** *** *** E445 Maximum depth 2-5m m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) Excavation ancillaries Preparation of excavated surfaces E522.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** E523 Rock m2 *** *** *** Preparation of excavated surfaces; inclined at an angle of 10 DEG.-45 DEG. to the horizontal E522.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of vertical excavated surfaces E522.3 Material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated materials E531 Topsoil m3 *** *** *** E532 Material other than topsoil, rock or artificial hard material m3 *** *** *** E533 Rock m3 *** *** *** E534 Artificial hard material m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS (CONT'D) Filling General E635 Imported natural material other than topsoil or rock; general filling material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722.1 Material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of filled surfaces; inclined at an angle of 10 DEG.- 45 DEG. to the horizontal E722.2 Material other than topsoil, rock or artificial hard material m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)5.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R)5.1: Diversion of Existing Open Drainage Channel - Earthworks (RRIW) Page No. H(R)5.1/1 *** Page No. H(R)5.1/2 *** Page No. H(R)5.1/3 *** Page No. H(R)5.1/4 *** Page No. H(R)5.1/5 *** Page No. H(R)5.1/6 *** -------------------------------------------------------------------------------- To Collection of Activity Bill H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW) Item Description Amount HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)5: Diversion of Existing Open Drainage Channel - Earthworks (RRIW) Page No. H(R)5.1/COL/l *** -------------------------------------------------------------------------------- To Collection of Cost Centre H(R)5 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.50 mPD E422 maximum depth 0.25-0.5 m m3 *** *** *** E424 maximum depth 1-2 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.50 mPD E434 maximum depth 1-2 m m3 *** *** *** Artificial hard material E444 maximum depth 1-2 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)6.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)6.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)6.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks H(R)6.1 : Traction Section Cabin - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R)6.1 : Traction Section Cabin - Earthworks Page No. H(R)6.1/1 *** Page No. H(R)6.1/2 *** Page No. H(R)6.1/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill H(R)6 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks H(R)6.1 : Traction Section Cabin - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)6 : Traction Section Cabin - Earthworks Page No. H(R)6.1/COL/1 *** -------------------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E411 maximum depth not exceeding 0.25 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E421 maximum depth not exceeding 0.25 m m3 *** *** *** Rock E431 maximum depth not exceeding 0.25 m m3 *** *** *** Artificial hard material E441 maximum depth not exceeding 0.25 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)7.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)7.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)7.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)7.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractors shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item H(R)7.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)7.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW) Page No. H(R)7.1/1 *** Page No. H(R)7.1/2 *** Page No. H(R)7.1/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill H(R)7 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)7.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW) Page No. H(R)7.1/COL/1 *** -------------------------------------------------------------------------------- To Summary of Cost Centre H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 H(R)7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre H(R) : External Works - Earthworks Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- Summary of Cost Centre H(R): External Works - Earthworks Page H(R)1/COL/1 - Sewage Treatment Plant - Earthworks *** H(R)2/COL/1 - Roadworks and Hard Landscaping - Earthworks *** H(R)3/COL/1 - Reed Bed - Earthworks *** H(R)4/COL/1 - Soft Landscaping - Earthworks *** H(R)5/COL/1 - Diversion of Existing Open Drainage Channel - Earthworks (RRIW) *** H(R)6/COL/1 - Traction Section Cabin - Earthworks *** H(R)7/COL/1 - Reprovision of Police Check Point - Earthworks (RRIW) *** -------------------------------------------------------------------------------- To Pricing Schedule Summary H(R) *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 26 April 2002 H(R).SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I1: SEWAGE TREATMENT PLANT LSI1.1 Sewage Treatment Plant - Structure Sum *** LSI1.2 Sewage Treatment Plant Sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I1 : Sewage Treatment Plant ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I1 : Sewage Treatment Plant Page No. I1/1 *** Page No. I1/2 *** Page No. I1/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I2: ROADWORKS LSI2.1 Roadworks sum *** LSI2.2 BWIC WITH Services sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I2 : Roadworks ITEM CODE ITEM DESCRIPTION Amount HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I2 : Roadworks Page No. I2/1 *** Page No. I2/2 *** Page No. I2/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ---------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I3: UNDERGROUND DRAINAGE LSI3.1 Underground Drainage sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I3 : Underground Drainage ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I3 : Underground Drainage Page No. I3/1 *** Page No. I3/2 *** Page No. I3/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I4: LANDSCAPING LSI4.1 Hard and Soft Landscaping sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I4 : Landscaping ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I4 : Landscaping Page No. I4/1 *** Page No. I4/2 *** Page No. I4/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I5: DIVERSION OF EXISTING CHANNEL (RRIW) LSI5.1 Diversion of Existing Open Drainage Channel (RRIW) sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I5 : Diversion of Existing Channel (RRIW) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I5 : Diversion of Existing Channel (RRIW) Page No. I5/1 *** Page No. I5/2 *** Page No. I5/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I6: TRACTION SECTION CABIN LSI6.1 Traction Section Cabin - Structure sum *** LSI6.2 Traction Section Cabin - ABWF sum *** ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I6 : Traction Section Cabin ITEM CODE ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I6 : Traction Section Cabin Page No. I6/1 *** Page No. I6/2 *** Page No. I6/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I7: REPROVISION OF POLICE CHECK POINT (RRIW) LSI7.1 Structure (RRIW) sum *** LSI7.2 ABWF (RRIW) sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.O : 26 April 2002 I7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.O : 26 April 2002 I7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I7: Reprovision of Police Check Point(RRIW) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I7 : Reprovision of Police Check Point(RRIW) Page No. I7/1 *** Page No. I7/2 *** Page No. I7/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.O : 26 April 2002 I7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I8: WATER MAIN LSI8.1 Water Main sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I8 : Water Main ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I8 : Water Main Page No. I8/1 *** Page No. I8/2 *** Page No. I8/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I9: DRAINAGE & UTILITY DIVERSIONS WITHIN TERMINAL AREA LSI9.1 Utilities Diversions sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I9 : Drainage & Utility Diversions within Terminus Area Page No. I9/1 *** Page No. I9/2 *** Page No. I9/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I10 : Widening of Lok Ma Chau Rd (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I10: WIDENING OF LOK MA CHAU RD (AREA A - Chainage 220m to Chainage 870m) LSI10.1 Water Main sum *** LSI10.2 Gas Main sum *** LSI10.3 Telephone Utilities sum *** LSI10.4 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I10 : Widening of Lok Ma Chau Rd (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I10: Widening of Lok Ma Chau Rd (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I10 : Widening of Lok Ma Chau Rd (Area A) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I10 : Widening of Lok Ma Chau Road (Area A - Chainage 220m to Chainage 870m) Page No. I10/1 *** Page No. I10/2 *** Page No. I10/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I11 : WIDENING OF EXISTING ACCESS RD (AREA B - Chainage 870m to Chainage 1140m) LSI11.1 Water Main sum *** LSI11.2 Gas Main sum *** LSI11.3 Telephone Utilities sum *** LSI11.4 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I11/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I11/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I11/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I11 : Widening of Existing Access Rd (Area B) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I11 : Widening of Existing Access Rd (Area B - Chainage 870m to Chainage 1140m) Page No. I1l/1 *** Page No. I11/2 *** Page No. I11/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I1l/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL, I12 : CONSTRUCTION OF ACCESS RD (AREA C - Chainage 1140m to Chainage 1990m) LSI12.1 Telephone Utilities sum *** LSI12.2 Water Main sum *** LSI12.3 Gas Main sum *** LSI12.4 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I12 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I12/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I12 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I12/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I12 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I12/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I12 : Construction of Access Rd (Area C) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I12 : Construction of Access Rd (Area C - Chainage 1140m to Chainage 1990m) Page No. I12/1 *** Page No. I12/2 *** Page No. I12/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I12/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I13: WIDENING OF BOUNDARY PATROL RD (AREA D - Chainage 1990m to Chainage 2125m and Chainage 2395m to Chaining 2695m) LSI13.1 Gas Main sum *** LSI13.2 Water Main sum *** LSI13.3 Telephone Utilities sum *** LSI13.4 BWIC with Services sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I1 3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I13/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A" --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I13 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I13/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I13 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I13/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D) ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I13 : Widening of Boundary Patrol Rd (Area D - Chainage 1990m to Chainage 2125m and Chainage 2395m to Chainage 2695m) Page No. I13/1 *** Page No. I13/2 *** Page No. I13/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I13/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I14 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I14: REED BEDS LSI14.1 Reed Beds *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I14 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I14/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I14 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I14 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I14/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I14 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) Hydraulic Gradients Requirements *** b) As Built and Performance Drawings and Testing *** c) Formation Protection Provisions *** d) Initial Soil Condition Testing and Surveys for Final Formation Profiles *** e) Safety Provisions *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I14 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 I14/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule 114 : Reed Beds ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I14 : Reed Beds Page No. I14/1 *** Page No. I14/2 *** Page No. I14/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 I14/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL I15 : GAS MAIN LSI15.1 Gas Main *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I15 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I15/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I15 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I15/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill I15 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I15/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule I15 : Gas Main ITEM CODE ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL I15 : Gas Main Page No. I15/1 *** Page No. I15/2 *** Page No. I15/3 *** ---------------------------------------------------------------------- To Summary of Cost Centre I *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I15/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------ Summary of Cost Centre I : External Works Page I1/COL/1 - Sewage Treatment Plant *** I2/COL/1 - Roadworks *** I3/COL/1 - Underground Drainage *** I4/COL/1 - Landscaping *** I5/COL/1 - Diversion of Existing Channel (RRIW) *** I6/COL/1 - Traction Section Cabin *** I7/COL/1 - Reprovision of Police Check Point (RRIW) *** I8/COL/1 - Water Main *** I9/COL/1 - Drainage & Utility Diversions within Terminus Area *** I10/COL/1 - Widening Lok Ma Chau Rd (Area A) *** I11/COL/1 - Widening Existing Access Rd (Area B) *** I12/COL/1 - Construction of Access Rd (Area C) *** I13/COL/1 - Widening of Boundary Patrol Rd (Area D) *** I14/COL/1 - Reed Beds *** I15/COL/1 - Gas Main *** ------------------------------------------------------------------------ To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 I.SUM/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule J1 : Provisional Sums J1.1 : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- PROVISIONAL SUMS Dayworks A411.1 Allow the Provisional Sum of HK$ 18,000,000 for labour working during Normal Working Hours sum *** A412.1 Percentage Adjustment to the Provisional Sum for Daywork labour working during Normal Working Hours % *** *** *** A411.2 Allow the Provisional Sum of HK$ 10,000,000 for labour working overtime between the hours of 1800 to midnight sum *** A412.2 Percentage Adjustment to the Provisional Sum for Daywork labour working overtime between the hours of 1800 to midnight % *** *** *** A411.3 Allow the Provisional Sum of HK$ 10,000,000 for labour working overtime between the hours of midnight to 0800 Sum *** A412.3 Percentage Adjustment to the Provisional Sum for Daywork labour working overtime between the hours of midnight to 0800 % *** *** *** A413.1 Allow the Provisional Sum of HK$ 8,000,000 for materials ordered for Daywork Sum *** A414.1 Percentage Adjustment to the Provisional Sum for materials ordered for Daywork % *** *** *** A419.1 Allow the Provisional Sum of HK$ 8,000,000 for the Contractor's equipment used for Daywork sum *** A419.2 Percentage Adjustment to the Provisional Sum for the Contractor's equipment used for Daywork % *** *** *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill J1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 J1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule J1 : Provisional Sums J1.l : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- PROVISIONAL SUMS Other Provisional Sums A429.1 Allow the Provisional Sum of HK$ 5,000,000 for reimbursement for landfill charges sum *** A429.2 Allow the Provisional Sum of HK$ 7,000,000 for provision of the Tunnel Ventilation Room sum *** A429.3 Allow the Provisional Sum of HK$ 3,000,000 for external fencing to the Terminus sum *** A429.4 Allow the Provisional Sum of HK$ 8,000,000 for provision of temporary Boundary Security Fences and temporary diversion of Border Road and re-provision of permanent Boundary Security Fences and reinstatement of Border Road for Link Bridge construction (EPIW) sum *** A429.5 Allow the Provisional Sum of HK$ 3,000,000 for builder's works in connection with Government data cable installation (EPIW) sum *** A429.6 Allow the Provisional Sum of HK$ 15,000,000 for additional works in connection with the provision of automatic clearance system (EPIW) sum *** A429.7 Allow the Provisional Sum of HK$ 2,000,000 for additional works in connection with the provision of travelator to Link Bridge (EPIW) sum *** A429.8 Allow the Provisional Sum of HK$ 5,000,000 for additional works in connection with the relocation of dog kennels at G/F (EPIW) sum *** A429.9 Allow the Provisional Sum of HK$ 1,300,000 for the provision of a Contract vehicle for the use of RDO/HyD including associated servicing and maintenance (EPIW) sum *** A429.10 Allow the Provisional Sum of HK$ 2,000,000 for the Employer's Commitment No.22 and other Commitment items in addition to those items as detailed in Appendix NN to the Particular Specification sum *** --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill J1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002. J1.1/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule J1 : Provisional Sums J1.l : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------------- PROVISIONAL SUMS Other Provisional Sums (Cont'd) A429.ll Allow the Provisional Sum of HK$ 1,000,000 for provision of cable trenches and containments together with all associated works to link up the fire detection system for the track side cabin sum *** A429.12 Allow a Provisional Sum for the Premium for Employee's Compensation Insurance and Statutory Employee's Compensation Levy for the Works other than Option 1 sum *** *** (Note: The Tenderer shall insert a sum derived from the method stated in the Additions and Amendments to the Method of Measurement Part D item reference 14) A429.13 Allow a Provisional Sum for the Premium for Employee's Compensation Insurance and Statutory Employee's Compensation Levy for Option 1 (EPIW) sum *** *** (Note: The Tenderer shall insert a sum derived from the method stated in the Additions and Amendments to the Method of Measurement Part D item reference 14) --------------------------------------------------------------------------------------------------------------- To Collection of Activity Bill J1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 J1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule J1 : Provisional Sums J1.l : Provisional Sums ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL : Provisional Sums Page No. J1.1/1 *** Page No. J1.1/2 *** Page No. J1.1/ 3 *** ---------------------------------------------------------------------- To Collection of Activity Bill J1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 J1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule J1 : Provisional Sums ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL J1 : Provisional Sums Page No. J1.l/COL/l - Provisional Sums *** ---------------------------------------------------------------------- To Summary of Cost Centre J *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 J1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- Summary of Cost Centre J : Provisional Sums and Dayworks Page J1/COL/l - Provisional Sums *** ---------------------------------------------------------------------- To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 J.SUM/1 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission. [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 2 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT LUMP SUM BREAKDOWNS [STAMP] Rev.0: 26 April 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.1 A1.1 : General Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractual requirements A110 Contractor's Bond sum *** A130 Contractor's Insurance sum *** A140 Administration of all insurances required under the Contract including but without limitation Employee's Compensation Insurance and Statutory Employee's Compensation Insurance Levy sum *** (Note: A Provisional Sum for the Premium for Employee's Compensation Insurance and Statutory Employee's Compensation Levy is to be inserted within Cost Centre J by the Contractor) ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.1 A1.1 : General Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". The direct cost of senior management staff comprising project manager, construction manager, engineering manager, QA/environmental manager, section agents and safety manager. *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 October 2002 LSA1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.1 A1.1 : General Requirements ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSA1.1 : General Requirements Page No. LSA1.1/1 *** Page No. LSA1.1/2 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSA1.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Specified requirements Accommodation for the Engineer's staff; establish A211.1 offices sum *** A213.1 cabins sum *** Accommodation for the Engineer's staff; remove A211.2 offices sum *** A213.2 cabins sum *** Accommodation for the Engineer's staff; maintain and operate A211.3 offices wk *** *** *** A213.3 cabins wk *** *** *** Services for Engineer's staff; establish A221.1 transport vehicles - contract cars sum *** A222.1 mobile telephones sum *** Services for Engineer's staff; remove; after issuance of Substantial Completion Certificate for the Works A221.2 transport vehicles - contract cars sum *** Services for Engineer's staff; remove A222.2 mobile telephones sum *** Services for Engineer's staff; maintain and operate A221.3 transport vehicles - contract cars wk *** *** *** A222.3 mobile telephones wk *** *** *** Services for Engineer's staff; maintain and operate; after issuance of Substantial Completion Certificate for the Works A221.4 transport vehicles - contract cars wk *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 June 2002 LSA1.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Specified requirements (Cont'd) Equipment for use by the Engineer's staff; establish and remove A231.1 office equipment sum *** A231.2 computer equipment and consumables sum *** A233.1 surveying equipment sum *** Equipment for use by the Engineer's staff; maintain and operate A231.3 office equipment wk *** *** *** A231.4 computer equipment and consumables wk *** *** *** A233.2 surveying equipment wk *** *** *** A250 Testing of materials sum *** A260 Testing of the Works sum *** Temporary Works A271 Traffic diversions sum *** A272 Traffic regulations sum *** A273 Access to and through the Site sum *** A277 Dewatering sum *** Temporary Works A281 Hoardings / fencings sum *** A282 Project signboards sum *** A283 Utility diversion sum *** A284 Security sum *** A287 Hardstandings sum *** A288 Ground treatment sum *** A290.1 Temporary pedestrian facilities sum *** A290.2 Site cleaning sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Specified requirements (Cont'd) Temporary Works (Cont'd) A290.3 Environmental requirements (including but not limited to all necessary works as stipulated in Appendix I to Particular Specification in particular the 5m high gap-free noise barriers (para. 3.25, figure 9d), and measures to mitigate landscape and visual impacts during construction (App.B of the EP), etc. but except systems of web camera (para. 5.6)) sum *** A290.4 Coordination Manager sum *** A290.5 Initial land survey sum *** A290.6 Photographic survey sum *** A290.7 Programme constraints sum *** A290.8 Construction constraints sum *** A290.9 Maintenance requirement sum *** A290.10 Existing structures, utilities and ground surveys sum *** A290.11 Temporary Works Co-ordinator sum *** A290.12 Mockups sum *** A290.13 Operations and Maintenance Manuals sum *** A290.14 Reinstatement and reconstruction sum *** A290.15 Short term tenancy sum *** A290.16 Programme restraints sum *** A290.17 Flood Protection sum *** A290.18 Maintenance of fish ponds sum *** A290.19 Temporary facilities for loading and unloading sum *** A290.20 Topping out ceremony sum *** A290.21 Opening ceremony sum *** A290.22 Drainage system around perimeter of the Terminus sum *** A290.23 Independent Checking Engineer sum *** A290.24 Precondition survey sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 June 2002 LSA1.2/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Specified requirements (Cont'd) Temporary Works (Cont'd) A290.25 Traffic requirements sum *** A290.26 Establishment works for landscape softworks sum *** A290.27 Special drainage requirements sum *** A290.28 Temporary Police Check Point sum *** A290.29 Closed Circuit Television Survey sum *** A290.30 Visual Monitoring System (including but not limited to Web Camera System) as stipulated in Appendix I (para. 5.6) and Clause P27.13 of the Particular Specification sum *** Other Specified Requirements General Attendance for Project Contractors A710.1 Contract No. LDB201; Sheung Shui to Chau Tau Tunnels. sum *** A710.2 Contract No. LCC-202; West Section Alignment and Associated Works sum *** A710.3 Contract No. LFCC007; Lok Ma Chau Wetland Creation sum *** A710.4 Link Bridge Construction Contract (EPIW) sum *** A710.5 Contract No. DB1350; Train Control and Signaling Systems sum *** A710.6 Contract No. DB1460; Traction Power and Overhead Line sum *** A710.7 Contract No. DB1520; Commercial Communication Systems sum *** A710.8 Contract No. DB1560; Integrated Control and Communication Systems sum *** A710.9 Contract No. DB1561 Integrated Radio System sum *** A710.10 Contract No. DB1562; Station and Depot Communication Systems sum *** A710.11 Contract No. DB1650; Automatic Revenue Collection and Electronic Access Control Systems sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 June 2002 LSA1.2/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Other Specified Requirements (Cont'd) General Attendance for Project Contractors (Cont'd) A710.12 Contract No. CC1860; Permanent Way sum *** A710.13 Contract No. SI-1160; Escalators sum *** A710.14 Contract No. SI-1161; Lifts sum *** A710.15 Contract No. SI-E2350; Supply and Installation of Signage & Advertising Panels sum *** A710.16 Contract No. SI-L1250; Supply and Installation of Tunnel Ventilation System sum *** A710.17 Contract No. SS H331; Upgrading of Lok Ma Chau Control Point (EPIW) sum *** A710.18 Contract No. 73CD/B; Construction of San Tin Channel (EPIW) sum *** A710.19 Contract No. NR2000MB; Diversion of 132KV Cables (EPIW) sum *** A710.20 Contractors for installation of road lighting (EPIW) sum *** A710.21 Contractors for installation of telecommunications cables and providing services to Lok Ma Chau Terminus sum *** A710.22 Contractors for Government Accommodation and Canteen including fitting out, CCTV, telecommunication and specialist contractors (EPIW) sum *** A710.23 Contractors for Duty Free Shop, Station Trading Areas and Restaurant sum *** A710.24 Contractors for utility undertakers sum *** A710.25 Contractors for installation of sensors on Boundary Security Fence (EPIW) sum *** A720.1 Temporary Electricity and Water Supply for Project Contractors sum *** A720.2 Temporary lighting and air conditioning for Project Contractors sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 June 2002 LSA1.2/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Other Specified Requirements (Cont'd) Quality Management System A790.1 Quality Management; preparation of quality manual, procedures, work instructions / forms, project quality plan; establish and remove sum *** A790.2 Quality Management; preparation of manufacturing quality plan; establish and remove sum *** A790.3 Quality Management; maintain, monitor, audit and report. wk *** *** *** Committed Works A791.1 Commitment No. C1 (RRIW) sum *** A791.2 Commitment No. C2 (EPIW) sum *** A791.3 Commitment No. C3 (EPIW) sum *** A791.4 Commitment No. C5 (EPIW) sum *** A791.5 Commitment No. C6 (EPIW) sum *** A791.6 Commitment No. C7 (EPIW) sum *** A791.7 Commitment No. C8 (EPIW) sum *** A791.8 Commitment No. C9 (EPIW) sum *** A791.9 Commitment No. C10 (EPIW) sum *** A791.10 Commitment No. C11 (EPIW) sum *** A791.11 Commitment No. C12 (EPIW) sum *** A791.12 Commitment No. C13 (EPIW) sum *** A791.13 Commitment No. C14 (EPIW) sum *** A791.14 Commitment No. C15 (EPIW) sum *** A791.15 Commitment No. C16 (EPIW) sum *** A791.16 Commitment No. C17 (EPIW) sum *** A791.17 Commitment No. C18 (EPIW) sum *** A791.18 Commitment No. C19 (EPIW) sum *** A791.19 Commitment No. C20 (EPIW) sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Other Specified Requirements (Cont'd) Committed Works (Cont'd) A791.20 Commitment No. C21 (EPIW) sum *** A791.21 Commitment No. C23 (EPIW) sum *** A791.22 Commitment No. C24 (EPIW) sum *** A791.23 Commitment No. C25 (EPIW) sum *** A791.24 Commitment No. C26 (EPIW) sum *** A791.25 Commitment No. C27 (EPIW) sum *** A791.26 Commitment No. C28 (EPIW) sum *** A791.27 Commitment No. C29 (EPIW) sum *** A791.28 Commitment No. C30 (EPIW) sum *** A792 Maintenance of tree identification sum *** Contractor's Requirements A810 Contractor's Design Costs sum *** Supply, erect and remove on completion:- A821 offices sum *** A822 laboratories sum *** A823 cabins sum *** A824 stores and workshops sum *** A825 canteens and messrooms sum *** Supply, install and remove on completion:- A831 electricity supply sum *** A832 water supply sum *** A833 Site communication facilities sum *** A834 temporary drainage and sewage disposal sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 June 2002 LSA1.2/7 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with " N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.2 A1.2 : Specified Requirements ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSA1.2 : Specified Requirements Page No. LSA1.2/1 *** Page No. LSA1.2/2 *** Page No. LSA1.2/3 *** Page No. LSA1.2/4 *** Page No. LSA1.2/5 *** Page No. LSA1.2/6 *** Page No. LSA1.2/7 *** Page No. LSA1.2/8 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSA1.2 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 A399.1 sum A399.2 sum A399.3 sum A399.4 sum A399.5 sum A399.6 sum ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges(Cont'd) The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 (Cont'd) A399.7 sum A399.8 sum A399.9 sum A399.10 sum A399.11 sum ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges(Cont'd) The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 (Cont'd) A399.12 sum A399.13 sum A399.14 sum A399.15 sum A399.16 sum ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSA1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements Lump Sum Breakdown A1 : General Items Lump Sum Item LSA1.3 A1.3 : Method-Related Charges ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSA1.3 : Method-Related Charges Page No. LSA1.3/1 *** Page No. LSA1.3/2 *** Page No. LSA1.3/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSA1.3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSA1.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE D100 General Clearance ha *** *** *** Other structures Concrete D521.1 Culvert C1 (in 1 nr.); volume: not exceeding 50m3 sum *** *** *** D521.2 Culvert C2 (in 1 nr.); volume: not exceeding 50m3 sum *** *** *** D521.3 Culvert C3 (in 1 nr.); volume: not exceeding 50m3 sum *** *** *** D521.4 Culvert C4 (in 1 nr.); volume: not exceeding 50m3 sum *** *** *** Metal D542.1 Structure S1 (in 1 nr.); volume: 50 - 100m3; including associated structure below water sum *** *** *** D542.2 Structure S2 (in 1 nr.); volume: 50 - 100m3; including associated structure below water sum *** *** *** D542.3 Structure S3 (in 1 nr.); volume: 50 - 100m3; including associated structure below water sum *** *** *** D542.4 Structure S4 (in 1 nr.); volume: 50 - 100m3; including associated structure below water sum *** *** *** D542.5 Structure S5 (in 1 nr.); volume: 50 - 100m3; including associated structure below water sum *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSB1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE (CONT'D) Other structures Timber D551.1 Footbridge F1 (in 1 nr); volume: not exceeding 50m3; including associated structures below water sum *** *** *** D551.2 Footbridge F2 (in 1 nr); volume: not exceeding 50m3; including associated structures below water sum *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0: 26 April 2002 LSB1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSB1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSB1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.1 B1.1: Site Clearance ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSB1.1 : Site C1earance Page No. LSB1.1/1 *** Page No. LSB1.1/2 *** Page No. LSB1.1/3 *** Page No. LSB1.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSB1.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0: 26 April 2002 LSB1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS Note: Rates are subject to % Adjustment of -30.3494% Samples From boreholes B429.1 76mm diameter Piston samples nr *** *** *** B429.2 76mm diameter Mazier samples nr *** *** *** B429.3 U100 samples in alluvial sand and gravel nr *** *** *** Site tests and observations B511 Falling head permeability test nr *** *** *** B513 Standard penetration tests with liner samples nr *** *** *** Site tests and observations with timber board hoarding B514.1 Cone penetration; maximum depth 5m nr *** *** *** B514.2 Cone penetration; maximum depth 10m nr *** *** *** B514.3 Cone penetration; maximum depth 15m nr *** *** *** B514.4 Cone penetration; maximum depth 20m nr *** *** *** B514. 5 Cone penetration; maximum depth 25m nr *** *** *** Instrumental observations with timber board hoarding Pressure head B612 Piezometers m *** *** *** B613 Install covers nr *** *** *** B614 Monitoring visit *** *** *** B615 Reporting nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.2 : 28 October 2002 LSB1.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Note: Rates are subject to % Adjustment of -30.3494% Instrumental observations with timber board hoarding (Cont'd) Inclinometers B621 Installations m *** *** *** B624 Monitoring visit *** *** *** B625 Reporting nr *** *** *** Settlement gauges B631 Installations nr *** *** *** B634 Monitoring visit *** *** *** B635 Reporting nr *** *** *** Magnetic Extensometer B661 Installations nr *** *** *** B664 Monitoring visit *** *** *** B665 Reporting nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.2 : 28 October 2002 LSB1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". Fixed Sum adjustment to Cost Centre sum *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 October 2002 LSB1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSB1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSB1.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre B : Instrumentation and Monitoring Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSB1.2 : Instrumentation and Monitoring Page No. LSB1.2/1 *** Page No. LSB1.2/2 *** Page No. LSB1.2/3 *** Page No. LSB1.2/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSB1.2 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.1 : 28 October 2002 LSB1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F624 thickness exceeding 500 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** Tie beams; concrete category B F664 cross-sectional area 0.25-1 m2 m3 *** *** *** F665 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F1 Vertical G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement(Cont'd) Deformed high yield steel bars to BS 4449 (Cont'd) G527 nominal size 40 mm t *** *** *** Special joints; threaded type proprietary couplers with screw caps G550.1 to 40 mm diameter deformed high yield steel bars nr *** *** *** to BS 4449 G550.2 to 50 mm diameter deformed high yield steel bars nr *** *** *** to BS 4449 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beams ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE1.1 : Pile Caps and Tie Beams Page No. LSE1.1/1 *** Page No. LSE1.1/2 *** Page No. LSE1.1/3 *** Page No. LSE1.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE1.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** F624 thickness exceeding 500 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F2 Vertical G342.1 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** Formwork finish: type F4 Vertical G342.2 width 0.1-0.2 m; to surface channels m *** *** *** For voids G371 small void depth not exceeding 0.5m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F4(Cont'd) Concrete components of constant cross-section G384 surface channel inverts; semi-circular; 500 mm wide x 150 mm deep (overall) m *** *** *** CONCRETE ANCILLARIES Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Movement joints Open surface with and including; 20 mm thick approved compressible joint filler G622 average width 0.5-1 m m2 *** *** *** Proprietary rubber backstop water bars with 20 mm wide centre expansion bulb G654 width 330 mm m *** *** *** G670 Sealed rebates or grooves; two part polymeric sealant to BS 5212: 1990; 20 x 20 mm; resistant to ultraviolet light and attack by fuel products m *** *** *** Dowels; 20 mm diameter stainless steel bars G682 sleeved; 400 mm long; cast into one side of joint, other side with and including cast in PVC sleeve or similar anti-corrosive material nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** MISCELLANEOUS METALWORK Miscellaneous framing Miscellaneous framing; welded and bolted connection N161 angle section; 60 x 60 x 7 mm; fixing lugs with fanged end; for ditch grating m *** *** *** Other miscellaneous metalwork N990 Ditch fittings; grating; cast iron; 500 mm (maximum) unit length x 50 mm thick m *** *** *** WATERPROOFING Damp proofing Waterproof sheeting; 0.3 mm thick polyethylene damp proof sheet membrane W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W136 surfaces of width not exceeding 300 mm; vertical m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.2 E1.2 : Base Slabs ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE1.2 : Base Slabs Page No. LSE1.2/1 *** Page No. LSE1.2/2 *** Page No. LSE1.2/3 *** Page No. LSE1.2/4 *** Page No. LSE1.2/5 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE1.2 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772; spigot and socket joints; cement mortar lining Nominal bore; 100 mm I311 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** I312.1 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.2 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I312.3 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313.1 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314 .1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I315.1 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I316.1 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** I317.1 in trenches depth 3.5-4 m; between manholes and/or other drainage chambers m *** *** *** I318.1 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** I318.2 in trenches depth 4.5-5 m; between manholes and/or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron Pipe to BS 4772; spigot and socket joints; cement mortar lining (Cont'd) Nominal bore; 125 mm I312.4 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.5 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I315.2 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 150 mm I312.6 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.7 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772; spigot and socket joints; cement mortar lining (Cont'd) Nominal bore; 150 mm(Cont'd) I313.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314.3 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I315.3 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I316.2 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** I317.2 in trenches depth 3.5-4 m; between manholes and/or other drainage chambers m *** *** *** I318.3 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** I318.4 in trenches depth 4.5-5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 200 mm I312.8 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312 .9 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313 .4 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314.4 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I315.4 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I316.3 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown El : Station and Train Overrun Substructure Lump Sum Item LSE1.3 El.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772; spigot and socket joints; cement mortar lining (Cont'd) Nominal bore; 200 mm(Cont'd) I317.3 in trenches depth 3.5-4 m; between manholes and/or other drainage chambers m *** *** *** I318.5 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** I318.6 in trenches depth 4.5-5 m; between manholes and/or other drainage chambers m *** *** *** Steel pipes; to BS 1387, medium grade; galvanized to BS 729; screwed Joints Nominal bore; 50 mm I412.1 in trenches depth not exceeding 1.5 m; vent for underground drainage chambers m *** *** *** Nominal bore; 80 mm I412.2 in trenches depth not exceeding 1.5 m; vent for underground drainage chambers m *** *** *** High density polyethylene pipes Nominal bore 110 mm I711.1 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** Nominal bore 125 mm I712 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I711.2 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
[STAMP] Rev.0 : 26 April 2002 LSE1.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772; spigot and socket joints: cement mortar lining Bends J311.1 nominal bore; 100 mm nr *** *** *** J311.2 nominal bore; 150 mm nr *** *** *** J311.3 nominal bore; 200 mm nr *** *** *** Bends; not in trenches J311.4 nominal bore; 100 mm nr *** *** *** Steel pipes; to BS 1387, medium grade; galvanized to BS 729; screwed joints Bends J311.5 nominal bore; 50 mm nr *** *** *** J311.6 nominal bore; 80 mm nr *** *** *** Junctions and branches J321.1 nominal bore; 50 mm nr *** *** *** J321.2 nominal bore; 80 mm nr *** *** *** High density polyethylene pipe fittings Bends; not in trenches J611.1 nominal bore 110 mm nr *** *** *** J611.2 nominal bore 125 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type A; complete with cement and sand rendering; as D.S.D. Standard Drawing nr. DS 1001 K131 depth not exceeding 1.5 m; light duty double seal cast iron cover to BS 1452 Grade 150; as D.S.D. Standard Drawing nr. DS 1037 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Catch basins In situ concrete; chamber size 550 x 550 mm; complete with cement and sand rendering; as D.S.D. Standard Drawing nr. DS 1003 K231.1 depth not exceeding 1.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** Petrol interceptors In situ concrete K231.2 depth not exceeding 1.5 m; single seal air-tight cast iron covers for vehicular traffic nr *** *** *** Neutralising sumps In situ concrete; complete with chemical resistant lining and ph-value monitor and sensor; as Drawing nr. LCC300/31/C10/005 K231.3 depth not exceeding 1.5 m; single seal air-tight cast iron covers for vehicular traffic nr *** *** *** oi1/water separators In situ concrete; as Drawing nr. LCC300/31/C10/005 K231.4 depth not exceeding 1.5 m; single seal air-tight cast iron covers for vehicular traffic nr *** *** *** Gullies K340 In situ concrete trapped nr *** *** *** K390.1 Cast iron trapped; removable cast iron cover; with concrete bedding and surround; as Drawing nr. LCC300/31/C10/001; 100 mm outlet diameter nr *** *** *** Floor drains K390.2 Cast iron trapped; flat grating; cast in structural slab; 100 mm outlet diameter nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Surrounds Mass concrete; grade III L541 nominal bore not exceeding 200 mm; bed depth 150 mm; as Drawing nr. LCC300/31/C10/001 m *** *** *** Reinforced concrete; grade 20P/20; reinforced with steel bars to BS 4449; as Drawing nr. LCC300/31/S01/023 L551.1 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth not exceeding 1.5 m m *** *** *** L551.2 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth 1.5-2 m m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E1 : Station and Train Overrun Substructure Lump Sum Item LSE1.3 E1.3 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE1.3: Underground Drainage Page No. LSE1.3/1 *** Page No. LSE1.3/2 *** Page No. LSE1.3/3 *** Page No. LSE1.3/4 *** Page No. LSE1.3/5 *** Page No. LSE1.3/6 *** Page No. LSE1.3/7 *** Page No. LSE1.3/8 *** Page No. LSE1.3/9 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE1.3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions [STAMP] Rev.0 : 26 April 2002 LSE1.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F624 thickness exceeding 500 mm m3 *** *** *** Tie beams; concrete category B F664 cross-sectional area 0.25-1 m2 m3 *** *** *** F665 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F1 Vertical G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE2.1 : Pile Caps and Tie Beams Page No. LSE2.1/1 *** Page No. LSE2.1/2 *** Page No. LSE2.1/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE2.1 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** F624 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F2 Vertical G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Formwork finish: type F4 Vertical G342 width 0.1-0.2 m; to surface channels m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F4 For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Concrete components of constant cross-section G384 surface channel inverts; semi-circular; 500 mm wide x 150 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement (Cont'd) Special joints; threaded type proprietary couplers with screw caps G550.1 to 20 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.2 to 25 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.3 to 32 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.4 to 40 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** Joints Open surface plain G611 average width not exceeding 0.5 m m2 *** *** *** Open surface with and including; 20 mm thick approved compressible joint filler G622 average width 0.5-1 m m2 *** *** *** Proprietary rubber backstop water bars G653 average width 200-300 mm m *** *** *** Proprietary rubber backstop water bars with 20 mm wide centre expansion bulb G654 width 330 mm m *** *** *** G670.1 Sealed rebates or grooves; two part polymeric sealant to BS 5212: 1990; 20 x 20 mm; resistant to ultraviolet light and attack by fuel products m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints(Cont'd) G670.2 Sealed rebates or grooves; 15 x 20 mm deep approved flexible joint sealant m *** *** *** G670.3 Sealed rebates or grooves; 25 mm x 6 mm hydrophilic sealing strip in preformed chase m *** *** *** Dowels; 20 mm diameter stainless steel bars G682 sleeved; 400 mm long; cast into one side of joint, other side with and including cast in PVC sleeve or similar anti-corrosive material nr *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** MISCELLANEOUS METALWORK Miscel1aneous framing Miscellaneous framing; welded and bolted connection N161 angle section; 60 x 60 x 7 mm; fixing lugs with fanged end; for ditch grating m *** *** *** Other miscellaneous metalwork N990 Ditch fittings; grating; cast iron; 500 mm (maximum) unit length x 50 mm thick m *** *** *** WATERPROOFING Damp proofing Waterproof sheeting; 0.3 mm thick polyethylene damp proof sheet membrane W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W136 surfaces of width not exceeding 300 mm; vertical m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2. 2 E2.2 : Base Slabs ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE2.2 : Base Slabs Page No. LSE2.2/1 *** Page No. LSE2.2/2 *** Page No. LSE2.2/3 *** Page No. LSE2.2/4 *** Page No. LSE2.2/5 *** Page No. LSE2.2/6 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE2.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772: spigot and socket joints; cement mortar lining Nominal bore; 100 mm I311 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** I312.1 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.2 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I312.3 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313.1 in trenches depth 1.5-2 m; downpipes to manholes or other drainage chambers m *** *** *** I313.2 in trenches depth 1.5-2 m; gully connections m *** *** *** I313.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314.1 in trenches depth 2-2.5 m; downpipes to manholes or other drainage chambers m *** *** *** I314.2 in trenches depth 2-2.5 m; gully connections m *** *** *** I314.3 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I315.1 in trenches depth 2.5-3 m; downpipes to manholes or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772; spigot and socket joints; cement mortar lining(Cont'd) Nominal bore; 100 mm(Cont'd) I315.2 in trenches depth 2.5-3 m; gully connections m *** *** *** I315.3 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I316.1 in trenches depth 3-3.5 m; downpipes to manholes or other drainage chambers m *** *** *** I316.2 in trenches depth 3-3.5 m; gully connections m *** *** *** I316.3 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** I317.1 in trenches depth 3.5-4 m; downpipes to manholes or other drainage chambers m *** *** *** I317.2 in trenches depth 3.5-4 m; gully connections m *** *** *** I317.3 in trenches depth 3.5-4 m; between manholes and/or other drainage chambers m *** *** *** I318.1 in trenches depth 4-4.5 m; downpipes to manholes or other drainage chambers m *** *** *** I318.2 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 125 mm I312.4 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313.4 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I314.4 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK- PIPES Ductile spun iron pipe to BS 4772; spigot and socket joints: cement mortar lining (Cont'd) Nominal bore; 150 mm I312.5 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.6 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I312.7 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I313.5 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** Steel pipes; to BS 1387 medium grade; galvanised to BS 729; screwed joints Nominal bore; 50 mm I412.1 in trenches depth not exceeding 1.5 m; vent for underground drainage chambers m *** *** *** Nominal bore; 80 mm I412.2 in trenches depth not exceeding 1.5 m; vent for underground drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES High density polyethylene pipes Nominal bore 110 mm I711.1 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** Nominal bore 125 mm I711.2 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** I712.1 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** Nominal bore 150 mm I711.3 not in trenches; downpipes cast in concrete slabs and beams; as Drawing nr. LCC300/31/C10/004 m *** *** *** I712.2 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772; spigot and socket joints; cement lining Bends J311.1 nominal bore; 100 mm nr *** *** *** J311.2 nominal bore; 150 mm nr *** *** *** Bends; not in trenches J311.3 nominal bore; 100 mm nr *** *** *** Steel pipes; to BS 1387, medium grade; galvanized to BS 729; screwed Joints Bends J311.4 nominal bore; 50 mm nr *** *** *** J311.5 nominal bore; 80 mm nr *** *** *** Junctions and branches J321.1 nominal bore; 50 mm nr *** *** *** J321.2 nominal bore; 80 mm nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES High density polyethylene fittings Bends J611.1 nominal bore 125 mm nr *** *** *** Bends; not in trenches J611.2 nominal bore 110 mm nr *** *** *** J611.3 nominal bore 125 mm nr *** *** *** J611.4 nominal bore 150 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type A; complete with cement and sand rendering; as D.S.D. Standard Drawing nr. DS 1001 K131.1 depth not exceeding 1.5 m; light duty double seal cast iron cover to BS 1452 Grade 150; as D.S.D. Standard Drawing nr. DS 1037 nr *** *** *** In situ concrete; type C; as D.S.D. Standard Drawing nr. DS 1003 K131.2 depth not exceeding 1.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** Catch basins In situ concrete; chamber size 550 x 550 mm; complete with cement and sand rendering; as D.S.D. Standard Drawing nr. DS 1003 K231.1 depth not exceeding 1.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** Petrol interceptors In situ concrete K231.2 depth not exceeding 1.5 m; single seal air-tight cast iron covers for vehicular traffic nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Grease traps In situ concrete K231.3 depth not exceeding 1.5 m nr *** *** *** Gullies K340 In situ concrete trapped nr *** *** *** K390.1 Cast iron trapped; removable cast iron cover; with concrete bedding and surround; as Drawing nr. LCC300/31/C10/001; 100 mm outlet diameter nr *** *** *** Floor drains K390.2 Cast iron trapped; flat grating; cast in structural slab; 100 mm outlet diameter nr *** *** *** PIPEWORK - SUPPORTS AND PROTECTION. ANCILLARIES TO LAYING AND EXCAVATION Surrounds Mass concrete; grade III L541 nominal bore not exceeding 200 mm; bed depth 150 mm; as Drawing nr. LCC300/31/C10/001 m *** *** *** Reinforced concrete; grade 20P/20; reinforced with steel bars to BS 4449; as Drawing nr. LCC300/31/S01/023 L551.1 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth not exceeding 1.5 m m *** *** *** L551.2 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth 1.5-2 m m *** *** *** L551.3 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth 2-2.5 m m *** *** *** L551.4 nominal bore not exceeding 200 mm; bed depth 150 mm; invert depth 2.5-3 m m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E2 : Immigration Substructure Lump Sum Item LSE2.3 E2.3 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE2.3 : Underground Drainage Page No. LSE2.3/1 *** Page No. LSE2.3/2 *** Page No. LSE2.3/3 *** Page No. LSE2.3/4 *** Page No. LSE2.3/5 *** Page No. LSE2.3/6 *** Page No. LSE2.3/7 *** Page No. LSE2.3/8 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE2.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE2.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** F655 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Concrete components of constant cross-section G382.1 columns; 600 x 2000 mm (overall) m *** *** *** G382.2 columns; 900 x 1350 mm m *** *** *** G382.3 columns; 1000 x 1000 mm (overall) m *** *** *** G382.4 columns; 1000 x 1500 mm (overall) m *** *** *** G382.5 columns; 1000 x 2500 mm (overall) m *** *** *** G382.6 columns; 1000 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.1 E3.1 : Columns ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE3.1 : Columns Page No. LSE3.1/1 *** Page No. LSE3.1/2 *** Page No. LSE3.1/3 *** Page No. LSE3.1/4 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE3.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F633 thickness 300-500 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** Beams; concrete category B F664 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Vertical G343 width 0.2-0.4 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 200 x 500 mm deep; integral with 200 mm thick slab m *** *** *** G381.2 beams; 400 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.3 beams; 400 x 750 mm deep; integral with 200 mm thick slab m *** *** *** G381.4 beams; 400 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.5 beams; 400 x 900 mm deep; integral with 225 mm thick slab m *** *** *** G381.6 beams; 500 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.7 edge beams; 600 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.8 beams; 650 x 900 mm deep; integral with 200 mm thick slab m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4(Cont'd) Concrete components of constant cross-section(Cont'd) G381.9 beams; 700 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.10 beams; 900 x 600 mm deep; integral with 200 mm thick slab m *** *** *** G381.11 beams; 900 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.12 beams; 900 x 750 mm deep; integral with 200 mm thick slab m *** *** *** G381.13 beams; 1100 x 900 mm deep m *** *** *** G381.14 beams; 1100 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.15 beams; 1100 x 900 mm deep; integral with 250 mm thick slab m *** *** *** G381.16 beams; 1175 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.17 beams; 1175 x 900 mm deep; integral with 250 mm thick slab m *** *** *** G381.18 beams; 1350 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.19 beams; 1500 x 900 mm deep; integral with 200 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement(Cont'd) Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Finishing of top surfaces ?813 class U2 finishes m2 *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** Proprietary slab edge form N199 to edges of 125 thick concrete slabs m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE3.2 : Suspended Beams and Slabs Page No. LSE3.2/1 *** Page No. LSE3.2/2 *** Page No. LSE3.2/3 *** Page No. LSE3.2/4 *** Page No. LSE3.2/5 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE3.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler with two hour fire rating protection G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 40 mm thick polystyrene board joint filler with two hour fire rating protection G641.3 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** G670.3 Sealed rebates or grooves; 40 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Dowels; 16 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** Dowels; 20 mm diameter deformed high yield steel bars to BS 4449 G682.2 sleeved; 640 mm long; cast into one side of joint, other side with and including 300 mm long cast in plastic sleeve nr *** *** *** Dowels; 25 mm diameter deformed high yield steel bars to BS 4449 G682.3 sleeved; 640 mm long; cast into one side of joint, other side with and including 300 mm long cast in plastic sleeve nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.3 E3.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE3.3 : Walls Page No. LSE3.3/1 *** Page No. LSE3.3/2 *** Page No. LSE3.3/3 *** Page No. LSE3.3/4 *** Page No. LSE3.3/5 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE3.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Ground Level Grid Q; weldable structural steel Grade 43A to B5 4360 Columns; 250 x 150 x 6.3 mm thick rectangular hollow sections M311 straight on plan t *** *** *** M380.1 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 270 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.2 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 450 x 200 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 250 x 150 x 10 mm thick M391.1 straight on plan t *** *** *** Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360 Beams; 203 x 133 mm x 25 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 305 x 165 mm x 40 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 305 x 165 mm x 46 kg/m universal beams M321.3 straight on plan t *** *** *** Beams; 406 x 178 mm x 54 kg/m universal beams M321.4 straight on plan t *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360(Cont'd) Beams; 406 x 178 mm x 74 kg/m universal beams M321.5 straight on plan t *** *** *** Beams; 610 x 229 mm x 140 kg/m universal beams M321.6 straight on plan t *** *** *** Beams; 127 x 64 mm channels M321.7 straight on plan t *** *** *** Beams; 70 x 70 x 6 mm thick angles M321.8 straight on plan t *** *** *** Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cleat plates; 10 mm thick M391.2 straight on plan t *** *** *** Erection of members for glazed wall supports at Ground Level Grid Q; weldable structural steel Grade 43A to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641 diameter not exceeding 16 mm nr *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.2 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642 diameter 16 - 20 mm nr *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.3 Permanent erection t *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK N110 Galvanized mild steel stairs; as Drawing nr. LCC300/31/S06/009, 010, 013 and 014 t *** *** *** Removable proprietary steel deck flooring; 2 KPa working load; including accessories N180 to corridors m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.4 E3.4 : Structural Steelwork ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE3.4 : Structural Steelwork Page No. LSE3.4/1 *** Page No. LSE3.4/2 *** Page No. LSE3.4/3 *** Page No. LSE3.4/4 *** Page No. LSE3.4/5 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE3.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** G376 large void depth 0.5-1 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 12 mm diameter Grade 8.8 anchor bolts with 15 kN tensile strength and 24.5 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** G832.5 other inserts; 12 mm diameter Grade 8.8 anchor bolts with 20 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.7 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** Grouting under plates G841.1 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G841.2 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 160 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 200 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** *** G999.5 area 0.1-0.5 m2; 125 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 200 mm thick nr *** *** *** G999.8 area 0.1-0.5 m2; 600 mm thick nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing openings with 2 hour fire-rated material around sleeves(Cont'd) Openings in reinforced concrete walls, slabs or beams(Cont'd) G999.9 area 0.5-1.0 m2; 125 mm thick nr *** *** *** G999.10 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.ll area 0.5-1.0 m2; 200 mm thick nr *** *** *** G999.12 area 1.0-3.0 m2; 125 mm thick nr *** *** *** G999.13 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.14 area 3.0-5.0 m2; 160 mm thick nr *** *** *** G999.15 area 5.0-7.0 m2; 160 mm thick nr *** *** *** G999.16 area 11.0-13.0 m2; 160 mm thick nr *** *** *** Openings in blockwalls G999.12 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.13 area 0.1-0.5 m2; 200 mm thick nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m) Lump Sum Item LSE3.5 E3.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE3.5 : BWIC with Services Page No. LSE3.5/1 *** Page No. LSE3.5/2 *** Page No. LSE3.5/3 *** Page No. LSE3.5/4 *** Page No. LSE3.5/5 *** Page No. LSE3.5/6 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSE3.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE3.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Columns; concrete category B F555 cross-sectional area exceeding 1 m2 m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382.1 columns; 600 x 2000 mm (overall) m *** *** *** G382.2 columns; 900 x 950 mm (overall) m *** *** *** G382.3 columns; 900 x 1350 mm m *** *** *** G382.4 columns; 900 x 1400 mm (overall) m *** *** *** G382.5 columns; 900 mm diameter m *** *** *** G382.6 columns; 1000 x 2500 mm (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.1 E4.1 : Columns ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE4.1 : Columns Page No. LSE4.1/1 *** Page No. LSE4.1/2 *** Page No. LSE4.1/3 *** Page No. LSE4.1/4 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE4.1 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** Other concrete forms; plinths; concrete category B F680.1 510 x 790 x 200 mm thick m3 *** *** *** F680.2 690 x 630 x 200 mm thick m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal ?315 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 400 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.2 beams; 400 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.3 edge beams; 400 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.4 beams; 400 x 900 mm deep; integral with 225 mm thick slab m *** *** *** G381.5 beams; 500 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.6 beams; 650 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.7 beams; 700 x 900 mm deep; integral with 200 mm thick slab m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4(Cont'd) Concrete components of constant cross-section (Cont'd) G381.8 beams; 800 x 2630 mm deep; integral with 200 mm thick slab m *** *** *** G381.9 beams; 800 x 2750 mm deep; integral with 200 mm thick slab m *** *** *** G381.10 beams; 800 x 2780 mm deep; integral with 200 mm thick slab m *** *** *** G381.11 beams; 900 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.12 beams; 1350 x 900 mm deep; integral with 200 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G643 width 1.67 m m2 *** *** *** G670.1 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 50 mm wide approved waterproof gasket seal with two hour fire rating protection m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints(Cont'd) Proprietary double dowel units; 42 mm diameter stainless steel Grade 316 S66 to BS 1501: Part 3; 251.6 kN/unit working capacity G682 sleeved; 500 mm long; cast into one side of joint, other side with and including 43 mm diameter x 290 mm long cast in stainless steel Grade 304 sleeve nr *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 hr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** PRECAST CONCRETE Segmental units; designed mix class: 45/20 Platform edge blocks; cross-sectional size 250 x 130 mm; unit lengths 1,194 mm; including 2 nr. 16 mm diameter x 200 mm long mild steel dowels and 40 Mpa non-shrink cement based grouting H601 mass not exceeding 250 kg nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE4.2 : Suspended Beams and Slabs Page No. LSE4.2/1 *** Page No. LSE4.2/2 *** Page No. LSE4.2/3 *** Page No. LSE4.2/4 *** Page No. LSE4.2/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE4.2 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler with two hour fire rating protection G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** Dowels; 20 mm diameter mild steel bars to BS 4449 G682.2 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.3 E4.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE4.3 : Walls Page No. LSE4.3/1 *** Page No. LSE4.3/2 *** Page No. LSE4.3/3 *** Page No. LSE4.3/4 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE4.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for lifts L-2 and L-3 framing weldable structural steel Grade 43A to BS 4360 Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.1 straight on plan t *** *** *** Columns; 219.1 mm diameter x 16 mm thick circular hollow sections M311.2 straight on plan t *** *** *** Beams; 250 x 150 x 12.5 mm thick rectangular hollow sections M321 straight on plan t *** *** *** M380.1 Anchorages and anchor bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts with 40 x 25 mm channel, channel nut and 20 mm diameter anchor, and 3 nr. 200 x 250 x 10 mm thick plates nr *** *** *** M380.2 Anchorages and shear stud assemblies; comprising 6 nr. 19 mm diameter x 125 mm long shear studs and 325 x 325 x 20 mm thick base plate nr *** *** *** M380.3 Anchorages and shear stud assemblies; comprising 6 nr. 19 mm diameter x 125 mm long shear studs and 425 x 425 x 20 mm thick base plate nr *** *** *** Plates; 10 mm thick M391.1 straight on plan t *** *** *** Fabrication of members for glazed wall supports at Level 1 Grid Q; weldable structural steel Grade 43A to BS 4360 Columns; 200 x 100 x 5 mm thick rectangular hollow sections M311.3 straight on plan t *** *** *** M380.4 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 300 x 220 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 1 Grid Q; weldable structural steel Grade 43A to BS 4360(Cont'd) M380.5 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 380 x 150 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 200 x 150 x 10 mm thick M391.2 straight on plan t *** *** *** Fabrication of other members for hoisting hooks; weldable structural steel Grade 43A to BS 4360 M480 Anchorages and anchor bolt assemblies; comprising 4 nr. 24 mm diameter proprietary sockets, Grade 8.8 anchor bolts and 230 x 230 x 20 mm thick plates nr *** *** *** Erection of members for lifts L-2 and L-3 framing; weldable structural steel Grade 43A to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642 diameter 16 - 20 mm nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for glazed wall supports at Level 1 Grid Q; weldable structural steel Grade 43A to BS 4360 M620.2 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641 diameter not exceeding 16 mm nr *** *** *** Off-Site surface treatment M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** *** MISCELLANEOUS METALWORK Stainless steel Bridge bearings N169 marks TB1 and TB2; 500 x 500 x 110 mm high overall; guided rotation and translation class; constrained pot sliding bearing class; including bolts and washers nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.4 E4.4 : Structural Steelwork ITEM DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE4.2 : Structural Steelwork Page No. LSE4.4/1 *** Page No. LSE4.4/2 *** Page No. LSE4.4/3 *** Page No. LSE4.4/4 *** Page No. LSE4.4/5 *** --------------------------------------------------------------------------- Total of Lump Sum Item LSE4.4 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** G832.4 other inserts; fix and cast in only 2 nr. 16 mm diameter anchor bolts, 40 x 25 mm channel, channel nut and 20 mm diameter anchors through reinforced concrete beams; projecting from one surface of the concrete nr *** *** *** G832.5 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; fix and cast in only 325 x 325 x 20 mm thick hot dip galvanized Grade 43A steel base plate and 6 nr. 19 mm diameter x 125 mm long shear studs through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.7 other inserts; fix and cast in only 425 x 425 x 20 mm thick hot dip galvanized Grade 43A steel base plate and 6 nr. 19 mm diameter x 125 mm long shear studs through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** Grouting under plates G841.1 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G841.2 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 175 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 225 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 250 mm thick nr *** *** *** G999.5 area not exceeding 0.1 m2; 600 mm thick nr *** *** *** G999.6 area not exceeding 0.1 m2; 800 mm thick nr *** *** *** G999.7 area not exceeding 0.1 m2; 900 mm thick nr *** *** *** G999.8 area not exceeding 0.1 m2; 1050 mm thick nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing opening with 2 hour fire-rated material around sleeves(Cont'd) Openings in reinforced concrete walls, slabs or beams(Cont'd) G999.9 area not exceeding 0.1 m2; 2000 mm thick nr *** *** *** G999.10 area 0.1-0.5 m2; 175 mm thick nr *** *** *** G999.ll area 0.1-0.5 m2; 200 mm thick nr *** *** *** G999.12 area 1.0-3.0 m2; 200 mm thick nr *** *** *** Openings in blockwalls G999.15 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.16 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE4.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m) Lump Sum Item LSE4.5 E4.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE4.5 : BWIC with Services Page No. LSE4.5/1 *** Page No. LSE4.5/2 *** Page No. LSE4.5/3 *** Page No. LSE4.5/4 *** Page No. LSE4.5/5 *** Page No. LSE4.5/6 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE4.5 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE4.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** F655 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382.1 columns; 900 x 950 mm (overall) m *** *** *** G382.2 columns; 900 x 1350 mm m *** *** *** G382.3 columns; 900 x 1400 mm (overall) m *** *** *** G382.4 columns; 900 mm diameter m *** *** *** G382.5 columns; 1000 x 1000 mm (overall) m *** *** *** G382.6 columns; 1000 x 2500 mm (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding to 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Inserts G832.1 other inserts; 500 x 400 x 20 mm thick Grade 43C cast in steel plates (CP3) to BS 4360 with and including 4 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.5 m nr *** *** *** G832.2 other inserts; 500 x 550 x 20 mm thick Grade 43C cast in steel plates (CP8) to BS 4360 with and including 8 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume nr *** *** *** G832.3 other inserts; 500 x 550 x 20 mm thick Grade 43C cast in steel plates (CP5) to BS 4360 with and including 8 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.5 m nr *** *** *** G832.4 other inserts; 16 mm diameter x 300 mm long Grade 4.6 hot dip galvanized rods through reinforced concrete columns; projecting from one surface of the concrete nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- ARCHITECTURAL COATINGS AND SPECIAL FINISHERS "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.1 E5.1 : Columns ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE5.1: Columns Page No. LSE5.1/1 *** Page No. LSE5.1/2 *** Page No. LSE5.1/3 *** Page No. LSE5.1/4 *** Page No. LSE5.1/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE5.1 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F632 thickness 150-300 mm m3 *** *** *** F633 thickness 300-500 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** F635 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22m m2 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** Concrete components of constant cross-section G381.1 beams; 200 x 500 mm deep; integral with 200 mm thick slab m *** *** *** G381.2 beams; 400 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.3 edge beams; 400 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.4 beams; 650 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.5 beams; 700 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.6 beams; 900 x 600 mm deep; integral with 200 mm thick slab m *** *** *** G381.7 beams; 1175 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.8 beams; 1350 x 900 mm deep; integral with 200 mm thick slab m *** *** *** G381.9 beams; 1500 x 900 mm deep; integral with 200 mm thick slab m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4(Cont'd) Concrete components of constant cross-section(Cont'd) G381.10 beams; 2500 x 1200 mm deep; integral with 600 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** CONCRETE ANCILLARIES Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced concrete slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 nr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** WATERPROOFING Damp proofing Waterproofing membrane system; comprising two component solvent free epoxy coating, one component polyurethane adhesive primer and two component solvent free polyurethane elastic waterproof coating; minimum 2 mm thick; as Appendix AA to Particular Specification, section J30 and as Drawing LCC300/31/ A31/401 W131 Upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W133 Surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** W137 surfaces of with 300mm - 1m m *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSE5.2/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE5.2: Suspended Beams and Slabs Page No. LSE5.2/1 *** Page No. LSE5.2/2 *** Page No. LSE5.2/3 *** Page No. LSE5.2/4 *** Page No. LSE5.2/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE5.2 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** F643 thickness 300-500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement (Cont'd) Deformed high yield steel bars to BS 4449 (Cont'd) G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler with two hour fire rating protection G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 10 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682.2 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints(Cont'd) Dowels; 20 mm diameter mild steel bars to BS 4449 G682.3 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** Concrete accessories Inserts G832.1 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; 150 x 275 x 30 mm thick Grade 50B cast in hot dip galvanized steel plates through reinforced concrete ribs or walls; including forming 65 mm diameter hole; projecting from one surface of the concrete nr *** *** *** G832.3 other inserts; 4 nr. 39 mm diameter x 800 mm long cast in bolts with and including nuts and washers; through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.3 E5.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE5.3 : Walls Page No. LSE5.3/1 *** Page No. LSE5.3/2 *** Page No. LSE5.3/3 *** Page No. LSE5.3/4 *** Page No. LSE5.3/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE5.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for lifts L-2 and L-3 framing; weldable structural steel to BS 4360: Grade 43A Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.1 straight on plan t *** *** *** Columns; 219.1 mm diameter x 16 mm thick circular hollow sections M311.2 straight on plan t *** *** *** Beams; 250 x 150 x 12.5 mm thick rectangular hollow sections M321.1 straight on plan t *** *** *** M380.1 Anchorages and anchor bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts with 40 x 25 mm channel, channel nut and 20 mm diameter anchor, and 3 nr. 200 x 250 x 10 mm thick plates nr *** *** *** Plates; 10 mm thick M391.1 straight on plan t *** *** *** Fabrication of members for track overrun evacuation walkways; weldable structural steel to BS Grade 43A; hot dip galvanized to BS 729 Beams; 75 x 75 x 8 mm thick angles M321.2 straight on plan t *** *** *** Beams; 90 x 90 x 8 mm thick angles M321.3 straight on plan t *** *** *** Beams; 100 x 65 x 8 mm thick angles M321.4 straight on plan t *** *** *** Bracings; 90 x 90 x 8 mm thick angles M361.1 straight on plan t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for track overrun evacuation walkways; weldable structural steel to BS 4360; Grade 43A; hot dip galvanized to BS 729(Cont'd) M380.2 Anchorages and anchor bolt assemblies; comprising 2 nr. 12 mm diameter Grade 8.8 anchor bolts and 300 x 150 x 10 mm thick base plate nr *** *** *** M380.3 Anchorages and anchor bolt assemblies; comprising 2 nr. 12 mm diameter Grade 8.8 anchor bolts and 300 x 300 x 10 mm thick base plate nr *** *** *** Fabrication of members for platform screen door supports; weldable structural steel to BS 4360; Grade 43A; hot dip galvanized to BS 729 Beams; 203 x 133 mm x 25 kg/m universal beams M321.5 straight on plan t *** *** *** Beams; 200 x 200 x 8 mm thick square hollow sections M321.6 straight on plan t *** *** *** Hangers; 200 x 200 x 8 mm thick square hollow sections M361.2 straight on plan t *** *** *** Bracings; 100 x 100 x 5 mm thick square hollow sections M361.3 straight on plan t *** *** *** M380.4 Anchorages and stud assemblies; comprising 2 nr. 19 mm diameter x 100 mm long welded studs and 200 x 300 x 20 mm thick plate nr *** *** *** Plates; 10 mm thick M391.2 straight on plan t *** *** *** Plates; 12 mm thick M391.3 straight on plan t *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of other members for hoisting hooks; weldable structural steel to BS 4360; Grade 43A M480 Anchorages and anchor bolt assembles; comprising 4 nr. 24 mm diameter proprietary sockets, Grade 8.8 anchor bolts and 230 x 230 x 20 mm thick plates nr *** *** *** Erection of members for lifts L-2 and L-3 framing; weldable structural steel to BS 4360; Grade 43A M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642 diameter 16 - 20 mm nr *** *** *** Erection of members for track overrun evacuation walkways; weldable structural steel to BS 4360; Grade 43A; hot dip galvanized to BS 729 M620.2 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.1 diameter not exceeding 16 mm nr *** *** *** Erection of members for platform screen door supports; weldable structural steel to BS 4360; Grade 43A; hot dip galvanized to BS 729 M620.3 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** Off-Site surface treatment M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanized steel; Grade 43A; Sa 2 1/2 surface preparation in accordance with Swedish Standard SIS 05 5900 N170 Plate flooring; 6 mm thick chequer plate m2 *** *** *** Stainless Steel N190 Antenna at Stairs 3 to 6; comprising 200 mm and 300 mm diameter circular hollow section antenna, 150 x 150 x 10 mm thick square hollow section supports, cap plates, 350 x 350 x 30 mm thick plates and 24 mm diameter Grade 8.8 bolts with plate washers m *** *** *** FLEXIBLE SHEETING AND TILING Rubber nosings; rectangular hollow section; compressible to 20 mm; including fixing to metal AT400 50 mm deep x 106 mm wide; rounded at two exposed corners m *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE5.4 : Structural Steelwork Page No. LSE5.4/1 *** Page No. LSE5.4/2 *** Page No. LSE5.4/3 *** Page No. LSE5.4/4 *** Page No. LSE5.4/5 *** Page No. LSE5.4/6 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd ) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; fix and cast in only 2 nr. 12 mm diameter anchor bolts through reinforced concrete walls; projecting from one surface of the concrete nr *** *** *** G832.4 other inserts; fix and cast in only 2 nr. 16 mm diameter anchor bolts, 40 x 25 mm channel, channel nut and 20 mm diameter anchors through reinforced concrete beams; projecting from one surface of the concrete nr *** *** *** G832.5 other inserts; fix and cast in only 4 nr. 24 mm diameter x 450 mm long anchor bolts through reinforced concrete walls; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; fix and cast in only 2 nr. 19 mm diameter x 100 mm long studs through reinforced concrete beams; projecting from one surface of the concrete nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Grouting under plates G842 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 175 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 250 mm thick nr *** *** *** G999.4 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.5 area 0.1-0.5 m2; 175 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 200 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 250 mm thick nr *** *** *** G999.8 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.9 area 0.5-1.0 m2; 175 mm thick nr *** *** *** G999.10 area 0.5-1.0 m2; 200 mm thick nr *** *** *** G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.12 area 1.0-3.0 m2; 200 mm thick nr *** *** *** G999.13 area 5.0-7.0 m2; 175 mm thick nr *** *** *** Openings in blockwalls G999.14 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.15 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m) Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE5.5 : BWIC with Services Page No. LSE5.5/1 *** page No. LSE5.5/2 *** Page No. LSE5.5/3 *** Page No. LSE5.5/4 *** Page No. LSE5.5/5 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE5.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE5.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E5 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382.1 columns; 800 x 900 mm (overall) m *** *** *** G382.2 columns; 800 x 1300 mm (overall) m *** *** *** G382.2 columns; 800 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** GS26 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832.1 other inserts; 500 x 550 x 20 mm thick Grade 43C cast in steel plates (CP8) to BS 4360 with and including 8 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume nr *** *** *** G832.2 other inserts; 500 x 550 x 20 mm thick Grade 43C cast in steel plates (CP6 or CP7) to BS 4360 with and including 8 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.4 m nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.1 E6.1 : Columns
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE6.1 : Columns page No. LSE6.1/1 *** Page No. LSE6.1/2 *** page No. LSE6.1/3 *** Page No. LSE6.1/4 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** G342 width 0.1-0.2 m m *** *** *** Curved cylindrical to one radius in one plane; radius 28.941 m G355 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G381.1 edge beams; 200 x 1500 mm deep; integral with 200 mm thick slab m *** *** *** G381.2 beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.3 edge beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.4 beams; 425 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.5 edge beams; 600 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.6 beams; 725 x 700 mm deep; integral with 150 mm thick slab m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4(Cont'd) Concrete components of constant cross-section(Cont'd) G381.7 beams; 900 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.8 edge beams; 950 x 600 mm deep; integral with 200 mm thick slab m *** *** *** G381.9 beams; 1500 x 700 mm deep; integral with 150 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced concrete slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 nr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/5 Contract No. LCC-300 Contract No. LCC-300 Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE6.2: Suspended Beams and Slabs Page No. LSE6.2/1 *** Page No. LSE6.2/2 *** Page No. LSE6.2/3 *** Page No. LSE6.2/4 *** Page No. LSE6.2/5 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 40 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 40 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** Concrete accessories Inserts G832 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.3/4 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.3 E6.3 : Walls
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE6.3 : Walls Page No. LSE6.3/1 *** Page No. LSE6.3/2 *** Page No. LSE6.3/3 *** Page No. LSE6.3/4 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360 Columns; 100 x 100 x 5 mm thick square hollow sections M311.1 straight on plan t *** *** *** Columns; 100 x 100 x 10 mm thick square hollow sections M311.2 straight on plan t *** *** *** Beams; 203 x 133 mm x 25 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 305 x 165 mm x 40 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 305 x 165 mm x 46 kg/m universal beams M321.3 straight on plan t *** *** *** Beams; 406 x 178 mm x 54 kg/m universal beams M321.4 straight on plan t *** *** *** Beams; 406 x 178 mm x 74 kg/m universal beams M321.5 straight on plan t *** *** *** Beams; 610 x 229 mm x 125 kg/m universal beams M321.6 straight on plan t *** *** *** Beams; 127 x 64 mm channels M321.7 straight on plan t *** *** *** Beams; 203 x 76 mm channels M321.8 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/1 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360(Cont'd) Beams; 70 x 70 x 6 mm thick angles M321.9 straight on plan t *** *** *** Beams; 125 x 75 x 8 mm thick angles M321.10 straight on plan t *** *** *** M380.1 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts, 350 x 120 x 10 mm thick base plate and 4 nr. 75 x 75 x 6 mm thick plate washers nr *** *** *** Fabrication of members for lifts L-2 and L-3 framing; weldable structural steel to BS 4360; Grade 43A Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.3 straight on plan t *** *** *** Columns; 219.1 mm diameter x 16 mm thick circular hollow sections M311.4 straight on plan t *** *** *** Beams; 250 x 150 x 12.5 mm thick rectangular hollow sections M321.11 straight on plan t *** *** *** Cap plates; 5 mm thick M391.1 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for louvre screen supports; weldable structural steel to BS 4360; Grade 43A Columns; 100 x 100 x 5 mm thick square hollow sections M311.5 straight on plan t *** *** *** Beams; 80 x 80 x 5 mm thick square hollow sections M321.12 straight on plan t *** *** *** Bracings; 80 x 80 x 5 mm thick square hollow sections M361.1 straight on plan t *** *** *** M380.2 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 225 mm long Grade 4.6 bolts, 250 x 250 x 20 mm thick base plate, and 4 nr. 50 x 50 x 5 mm and 50 x 50 x 10 mm thick plate washers nr *** *** *** Cap plates; 3 mm thick M391.2 straight on plan t *** *** *** Plates; 10 mm thick M391.3 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 3 Grids P, 5/N-P and 23/N-P; weldable structural steel Grade 43A to BS 4360 Columns; 300 x 200 x 12.5 mm thick rectangular hollow sections M311.6 straight on plan t *** *** *** M380.3 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 320 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.4 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 275 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.5 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 275 x 20 mm thick plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.6 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 500 x 250 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 300 x 150 x 10 mm thick M391.4 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 3 Grid 9-19/P-Q; weldable structural steel Grade 43A to BS 4360 Columns; 200 x 100 x 5 mm thick rectangular hollow sections M311.7 straight on plan t *** *** *** Columns; 250 x 150 x 5 mm thick rectangular hollow sections M311.8 straight on plan t *** *** *** M380.7 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 270 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.8 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 300 x 20 mm thick base plate and 2 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.9 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 150 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 10 mm thick M391.5 straight on plan t *** *** *** Plates; 12 mm thick M391.6 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 3 Cabins Grids M, 5/M-N and 23/M-N; weldable structural steel Grade 43A to BS 4360 Columns; 250 x 150 x 8 mm thick rectangular hollow sections M311.9 straight on plan t *** *** *** M380.10 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 300 x 20 mm thick base plate and 2 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.11 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 275 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.12 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 450 x 200 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 10 mm thick M391.7 straight on plan t *** *** *** Fabrication of members for lighting and DB 1520 antenna support posts; weldable structural steel Grade 43A to BS 4360 Columns; 114.3 mm diameter x 6.3 mm thick circular hollow sections M311.10 straight on plan t *** *** *** Bracings; 60 x 60 x 3 mm thick rectangular hollow sections M361.2 straight on plan t *** *** *** Vertical straps; 60 x 10 mm flats M361.3 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 October 2002 LSE6.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for lighting and DB 1520 antenna support posts; weldable structural steel Grade 43A to BS 4360(Cont'd) Rungs; 20 mm diameter rods M361.4 straight on plan t *** *** *** Horizontal straps; 25 x 10 mm flats M361.5 straight on plan t *** *** *** M380.13 Anchorages and holding down bolt assemblies; comprising 4 nr. 20 mm diameter x 300 mm long Grade 4.6 bolts, 300 x 300 x 20 mm thick base plate, 4 nr. 50 x 50 x 6 mm and 4 nr. 50 x 50 x 10 mm thick plate washers nr *** *** *** Cap plates; 5 mm thick M391.8 straight on plan t *** *** *** Fabrication of members for signage portals; stainless steel; Grade 316 Portal frames; 135 mm diameter x 6 mm thick circular hollow sections M331.1 straight on plan t *** *** *** Portal frames; 150 mm diameter x 6.3 mm thick circular hollow sections M331.2 straight on plan t *** *** *** M380.14 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter bolts with 25 kN tension and 40 kN shear load capacity, 200 x 200 x 16 mm thick base plate and 4 nr. 50 x 50 x 8 mm thick plate washers nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cap plates; 5 mm thick M391.9 straight on plan t *** *** *** End plates; 6 mm thick M391.10 straight on plan t *** *** *** Cleat plates and bracket plates; 10 mm thick M391.11 straight on plan t *** *** *** End plates and plate stiffeners; 10 mm thick M391.12 straight on plan t *** *** *** Fabrication of other members for hoisting hooks; weldable structural steel to BS 4360; Grade 43A M480 Anchorages and anchor bolt assembles; comprising 4 nr. 24 mm diameter proprietary sockets, Grade 8.8 anchor bolts and 230 x 230 x 20 mm thick plates nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ---------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.1 diameter not exceeding 16 mm nr *** *** *** Erection of members for lifts L-2 and L-3 framing; weldable structural steel to BS 4360; Grade 43A M620.2 Permanent erection t *** *** *** Erection of members for louvre screen supports; weldable structural steel to BS 4360; Grade 43A M620.3 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** Erection of members for glazed wall supports at Level 3 Grids P, 5/N-P and 23/N-P; weldable structural steel Grade 43A to BS 4360 M620.4 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.3 diameter not exceeding 16 mm nr *** *** *** Erection of members for glazed wall supports at Level 3 Grid 9-19/P-Q; weldab1e structural steel 43A to BS 4360 M620.5 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.4 diameter not exceeding 16 mm nr *** *** *** ---------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for glazed wall supports at Level 3 Cabins Grids M, 5/M-N and 23/M-N; weldable structural steel Grade 43A to BS 4360 M620.6 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.5 diameter not exceeding 16 mm nr *** *** *** Erection of members for lighting and DB 1520 antenna support posts; weldable structural steel Grade 43A to BS 4360 M620.7 Permanent erection t *** *** *** Erection of members for signage portals; stainless steel; Grade 316 M620.8 Permanent erection t *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.9 Permanent erection t *** *** *** Off-Site surface treatment M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE6.4 : Structural Steelwork Page No. LSE6.4/1 *** Page No. LSE6.4/2 *** Page No. LSE6.4/3 *** Page No. LSE6.4/4 *** Page No. LSE6.4/5 *** Page No. LSE6.4/6 *** Page No. LSE6.4/7 *** Page No. LSE6.4/8 *** Page No. LSE6.4/9 *** Page No. LSE6.4/10 *** Page No. LSE6.4/11 *** Page No. LSE6.4/12 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE6.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Other concrete forms; plinths; concrete category B F680.1 350 x 350 x 992 mm thick m3 *** *** *** F680.2 600 x 1325 x 200 mm thick m3 *** *** *** F680.3 760 x 2075 x 200 mm thick m3 *** *** *** F680.4 2200 x 3700 x 200 mm thick m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding to 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 16 mm diameter anchor bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** G832.5 other inserts; fix and cast in only 2 nr. 16 mm diameter holding down bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.6 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** G832.7 other inserts; fix and cast in only 4 nr. 16 mm diameter holding down bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** G832.8 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** G832.9 other inserts; fix and cast in only 4 nr. 16 mm diameter x 225 mm long holding down bolts through reinforced concrete upstands; projecting from one surface of the concrete nr *** *** *** G832.10 other inserts; fix and cast in only 4 nr. 20 mm diameter x 300 mm long bolts through reinforced concrete plinths; projecting from one surface of the concrete nr *** *** *** G832.ll other inserts; 2 nr. 16 mm diameter x 90 mm long ferrules through reinforced concrete walls; projecting from one surface of the concrete nr *** *** *** Grouting under plates G841.1 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Grouting under plates(Cont'd) G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G841.2 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 400 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 900 mm thick nr *** *** *** G999.5 area not exceeding 0.1 m2; 1500 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.8 area 0.1-0.5 m2; 200 mm thick nr *** *** *** G999.9 area 0.5-1.0 m2; 125 mm thick nr *** *** *** G999.10 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.ll area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.12 area 3.0-5.0 m2; 150 mm thick nr *** *** *** G999.13 area 5.0-7.0 m2; 160 mm thick nr *** *** *** Openings in blockwalls G999.14 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.15 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m) Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE6.5 : BWIC with Services Page No. LSE6.5/1 *** Page No. LSE6.5/2 *** Page No. LSE6.5/3 *** Page No. LSE6.5/4 *** Page No. LSE6.5/5 *** Page No. LSE6.5/6 *** ------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE6.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE6.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E7 : Station - Staircases Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Other concrete forms; steps, stairs and landings; concrete category B F681 waist; 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Sloping G325 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G832 other inserts; 2 nr. 16 mm diameter anchor bolts through reinforced concrete walls; projecting from one surface of the concrete nr *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE7.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E7 : Station - Staircases Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Grouting under brackets G841 area not exceeding 0.1 m2; 10 mm thick approved non-shrink cementitious grout nr *** *** *** STRUCTURAL METALWORK Fabrication of members for Stairs S1 to S6 framing; weldable structural steel Grade 43A to BS 4360 Horizontal rails; 200 x 100 x 5 mm thick rectangular hollow sections M361.1 straight on plan t *** *** *** Vertical rails; 100 x 100 x 4 mm thick square hollow sections M361.2 straight on plan t *** *** *** Brackets; 70 x 70 x 10 mm thick angles; 200 mm long M391.1 straight on plan t *** *** *** Cap plates; 5 mm thick M391.2 straight on plan t *** *** *** Erection of members for Stairs S1 to S6 framing; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE7.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E7 : Station - Staircases Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE7.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E7 : Station - Staircases Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE7.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E7 : Station - Staircases Lump Sum Item LSE7.1 E7.1 : Staircases ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE7.1 : Staircases Page No. LSE7.1/1 *** Page No. LSE7.1/2 *** Page No. LSE7.1/3 *** Page No. LSE7.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE7.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE7.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F633 thickness 300-500 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Sloping G322 width 0.1-0.2 m m *** *** *** Vertical G341 width not exceeding 0.1 m m *** *** *** G342 width 0.1-0.2 m m *** *** *** G345 width exceeding 1.22 m m2 *** *** *** For voids G375 large void depth not exceeding 0.5 m nr *** *** *** Construction joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** PVC waterstops; "Fosroc - Supercast XHD watafoil" or products having equivalent functions or performance G653 width 200-300 mm m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE8.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G381.1 beams; 250 x 300 mm deep; integral with 200 mm thick slab m *** *** *** G381.2 beams; 250 x 400 mm deep; integral with 150 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE8.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE8.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE8.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E8 : Station - Water Tanks Lump Sum Item LSE8.1 E8.1 : Water Tanks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE8.1 : Water Tanks Page No. LSE8.1/1 *** Page No. LSE8.1/2 *** Page No. LSE8.1/3 *** Page No. LSE8.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE8.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE8.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5-45m-15.05m) Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382.1 columns; 600 x 1200 mm m *** *** *** G382.2 columns; 1000 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832 other inserts; 500 x 400 x 20 mm thick Grade 43C cast in steel plates (CP3)to BS 4360 with and including 4 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.5 m nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.1 E9.1 : Columns ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE9.1 : Columns Page No. LSE9.1/1 *** Page No. LSE9.1/2 *** Page No. LSE9.1/3 *** Page No. LSE9.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE9.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 325 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.2 beams; 400 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.3 beams; 500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.4 beams; 525 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.5 beams; 525 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.6 beams; 550 x 1350 mm deep; integral with 175 mm thick slab m *** *** *** G381.7 beams; 700 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.8 beams; 700 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.9 beams; 725 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.10 beams; 850 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.11 edge beams; 900 x 900 mm deep; integral with 175 mm thick slab m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 (Cont'd) Concrete components of constant cross-section (Cont'd) G381.12 beams; 900 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.13 beams; 950 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.14 beams; 1100 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.15 beams; 1100 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.16 beams; 1225 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.17 beams; 1295 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.18 beams; 1300 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.19 beams; 1320 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.20 beams; 1500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.21 edge beams; 1700 x 900 mm deep; integral with 225 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement(Cont'd) Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Special joints; threaded type proprietary couplers with screw caps G550.1 to 16 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.2 to 25 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.3 to 32 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.4 to 40 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** Proprietary slab edge form N199 to edges of 125 thick concrete slabs m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE9.2 : Suspended Beams and Slabs Page No. LSE9.2/1 *** page No. LSE9.2/2 *** Page No. LSE9.2/3 *** Page No. LSE9.2/4 *** Page No. LSE9.2/5 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE9.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler G641.2 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 40 mm thick polystyrene board joint filler G641.3 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.3 Sealed rebates or grooves; 40 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 10 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints (Cont'd) Dowels; 16 mm diameter mild steel bars to BS 4449 G682.2 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** G682.3 sleeved; 530 mm long; cast into one side of joint, other side with and including 280 mm long cast in plastic sleeve nr *** *** *** Dowels; 20 mm diameter mild steel bars to BS 4449 G682.4 sleeved; 640 mm long; cast into one side of joint, other side with and including 325 mm long cast in plastic sleeve nr *** *** *** Dowels; 25 mm diameter mild steel bars to BS 4449 G682.5 sleeved; 640 mm long; cast into one side of joint, other side with and including 325 mm long cast in plastic sleeve nr *** *** *** Concrete accessories Inserts G832 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.3 E9.3 : Walls ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE9.3 : Walls Page No. LSE9.3/1 *** Page No. LSE9.3/2 *** Page No. LSE9.3/3 *** Page No. LSE9.3/4 *** Page No. LSE9.3/5 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE9.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames: weldable structural steel Grade 43A to BS 4360 Beams; 203 x 133 mm x 25 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 305 x 165 mm x 40 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 70 x 70 x 6 mm thick angles M321.3 straight on plan t *** *** *** Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cleat plates; 10 mm thick M391 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642 diameter 16 - 20 mm nr *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.2 Permanent erection t *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.4 E9.4 : Structural Steelwork ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE9.4 : Structural Steelwork Page No. LSE9.4/1 *** Page No. LSE9.4/2 *** Page No. LSE9.4/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE9.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0-1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 12 mm diameter Grade 8.8 anchor bolts with 20 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 160 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 175 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 225 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 250 mm thick nr *** *** *** G999.5 area not exceeding 0.1 m2; 900 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.8 area 0.1-0.5 m2; 175 mm thick nr *** *** *** G999.9 area 0.1-0.5 m2; 225 mm thick nr *** *** *** G999.10 area 0.5-1.0 m2; 125 mm thick nr *** *** *** G999.11 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.12 area 0.5-1.0 m2; 175 mm thick nr *** *** *** G999.13 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.14 area 1.0-3.0 m2; 175 mm thick nr *** *** *** G999.15 area 3.0-5.0 m2; 160 mm thick nr *** *** *** G999.16 area 5.0-7.0 m2; 160 mm thick nr *** *** *** G999.17 area 7.0-9.0 m2; 175 mm thick nr *** *** *** Openings in blockwalls G999.18 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.19 area 0.1-0.5 m2; 200 mm thick nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE9.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m) Lump Sum Item LSE9.5 E9.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE9.5 : BWIC with Services Page No. LSE9.5/1 *** Page No. LSE9.5/2 *** Page No. LSE9.5/3 *** Page No. LSE9.5/4 *** Page No. LSE9.5/5 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE9.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE9.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382 columns; 900 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832.1 other inserts; 225 x 400 x 20 mm thick Grade 43C cast in steel plates (CP9) to BS 4360 with and including 2 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.45 m nr *** *** *** G832.2 other inserts; 500 x 400 x 20 mm thick Grade 43C cast in steel plates (CP2) to BS 4360 with and including 4 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.45 m nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.1 E10.1 : Columns ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMPSUM ITEM LSE10.1 : Columns Page No. LSE10.1/1 *** Page No. LSE10.1/2 *** Page No. LSEl0.1/3 *** Page No. LSE10.1/4 *** -------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F633 thickness 300-500 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m3 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** Concrete components of constant cross-section G381.1 beams; 350 x 1500mm deep; integral with 175 mm thick slab m *** *** *** G381.2 beams; 400 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.3 edge beams; 400 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.4 beams; 475 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.5 beams; 500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.6 beams; 700 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.7 beams; 725 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.8 beams; 745 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.9 beams; 900 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.10 edge beams; 900 x 900 mm deep; integral with 200 mm thick slab m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F4(Cont'd) Concrete components of constant cross-section(Cont'd) G381.ll beams; 900 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.12 edge beams; 900 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.13 beams; 1000 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.14 beams; 1050 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.15 beams; 1495 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.16 beams; 1500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.17 beams; 1500 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Special joints; threaded type proprietary couplers with screw caps G550.1 to 32 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.2 to 40 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 nr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** Proprietary slab edge form N199 to edges of 125 thick concrete slabs m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- ARCHITECTURAL COATINGS AND SPECIAL FINISHES "MonoKote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE10.2 : Suspended Beams and Slabs Page No. LSE10.2/1 *** Page No. LSE10.2/2 *** Page No. LSE10.2/3 *** Page No. LSE10.2/4 *** Page No. LSE10.2/5 *** Page No. LSE10.2/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE10.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish : type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** G682.2 sleeved; 530 mm long; cast into one side of joint, other side with and including 280 mm long cast in plastic sleeve nr *** *** *** Dowels; 20 mm diameter mild steel bars to BS 4449 G682.3 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** Dowels; 25 mm diameter mild steel bars to BS 4449 G682.4 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.3 E10.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE10.3 : Walls Page No. LSE10.3/1 *** Page No. LSE10.3/2 *** Page No. LSE10.3/3 *** Page No. LSE10.3/4 *** Page No. LSE10.3/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE10.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 50C to BS 4360 Columns; 100 x 100 x 5 mm thick square hollow sections M311.1 straight on plan t *** *** *** Beams; 305 x 165 mm x 46 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 406 x 178 mm x 74 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 203 x 76 mm channels M321.3 straight on plan t *** *** *** Beams; 70 x 70 x 6 mm thick angles M321.4 straight on plan t *** *** *** Beams; 150 x 90 x 10 mm thick angles M321.5 straight on plan t *** *** *** Hangers; 100 x 100 x 10 mm thick square hollow sections M361 straight on plan t *** *** *** M380.1 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts, 350 x 120 x 10 mm thick base plate and 4 nr. 75 x 75 x 6 mm thick plate washers nr *** *** *** Fabrication of members for glazed wall supports at Level 1 Grid B-C: weldable structural steel Grade 43A to BS 4360 Columns; 250 x 150 x 6.3 mm thick rectangular hollow sections M311.2 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 1 Grid B-C; weldable structural steel Grade 43A to BS 4360 (Cont'd) M380.2 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 350 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.3 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 350 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 250 x 150 x 10 mm thick M391.1 straight on plan t *** *** *** Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cap plates; 5 mm thick M391.2 straight on plan t *** *** *** Cap plates and end plates; 6 mm thick M391.3 straight on plan t *** *** *** End plates and plate stiffeners; 10 mm thick M391.4 straight on plan t *** *** *** Cleat plates; 10 mm thick M391.5 straight on plan t *** *** *** Fitted plates; 16 mm thick M391.6 straight on plan t *** *** *** Side plates and plate stiffeners; 20 mm thick M391.7 straight on plan t *** *** *** Plate washers; 25 mm thick M391.8 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of other members for hoisting hooks: weldable structural steel to BS 4360; Grade 43A M480 Anchorages and anchor bolt assemblies; comprising 4 nr. 24 mm diameter proprietary sockets, Grade 8.8 anchor bolts and 230 x 230 x 20 mm thick plates nr *** *** *** Erection of members for frames; weldable structural steel Grade 50C to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.1 diameter not exceeding 16 mm nr *** *** *** M642 diameter 16 - 20 mm nr *** *** *** Site bolts; Grade 10.9 M655 diameter 30 - 36 mm nr *** *** *** Erection of members for glazed wall supports at Level 1 Grid B-C; weldable structural steel to BS 4360; Grade 43A M620.2 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.3 Permanent erection t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1B) and finishing coat of 2 pack high build epoxy MIO 100 microns (KU2D) V770 Metal sections m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.4 E10.4 : Structural Steelwork ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE10.4 : Structural Steelwork Page No. LSE10.4/1 *** Page No. LSE10.4/2 *** Page No. LSE10.4/3 *** Page No. LSE10.4/4 *** Page No. LSE10.4/5 *** Page No. LSE10.4/6 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE10.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories (Cont'd) Inserts (Cont'd) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 60 mm diameter mild steel sleeves through reinforced concrete beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams, totally within the concrete volume nr *** *** *** G832.5 other inserts; 12 mm diameter Grade 8.8 anchor bolts with 20 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; 16 mm diameter Grade 8.8 anchor bolts with 30 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories (Cont'd) Inserts (Cont'd) G832.7 other inserts; fix and cast in only 2 nr. 16 mm diameter holding down bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** G832.8 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** G832.9 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** Grouting under plates G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999-1 area not exceeding 0.1 m2; 125 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 160 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 175 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** *** G999.5 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 175 mm thick nr *** *** *** G999.7 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.8 area 0.5-1.0 m2; 175 mm thick nr *** *** *** G999.9 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.10 area 1.0-3.0 m2; 175 mm thick nr *** *** *** Openings in blockwalls G999.11 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.12 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE10.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m) Lump Sum Item LSE10.5 E10.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE10.5 : BWIC with Services Page No. LSE10.5/1 *** Page No. LSE10.5/2 *** Page No. LSE10.5/3 *** Page No. LSE10.5/4 *** Page No. LSE10.5/5 *** Page No. LSE10.5/6 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE10.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE10.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Concrete components of constant cross-section G382 columns; 800 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832.1 other inserts; 225 x 400 x 20 mm thick Grade 43C cast in steel plates (CP9) to BS 4360 with and including 2 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.4 m nr *** *** *** G832.2 other inserts; 500 x 400 x 20 mm thick Grade 43C cast in steel plates (CP1) to BS 4360 with and including 4 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.4 m nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.1 E11.1 : Columns ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE11.1 : Columns Page No. LSE11.1/1 *** Page No. LSE11.1/2 *** Page No. LSE11.1/3 *** Page No. LSE11.1/4 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE11.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.1 m m2 *** *** *** G342 width 0.1-0.2 m m2 *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Concrete components of constant cross-section G381.1 edge beams; 300 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.2 beams; 360 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.3 beams; 400 x 700 mm deep; integral with 175 mm thick slab m *** *** *** G381.4 beams; 400 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.5 edge beams; 400 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.6 beams; 400 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.7 edge beams; 400 x 900 mm deep; integral with 175 mm thick slab m *** *** *** 381.8 beams; 425 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.9 edge beams; 425 x 750 mm deep; integral with 175 mm thick slab m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F4 (Cont'd ) Concrete components of constant cross-section (Cont'd) G381.10 beams; 425 x 1050 mm deep; integral with 175 mm thick slab m *** *** *** G381.ll edge beams; 425 x 1050 mm deep; integral with 175 mm thick slab m *** *** *** G381.12 beams; 475 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.13 beams; 475 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.14 beams; 700 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.15 edge beams; 700 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.16 beams; 900 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.17 edge beams; 900 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.18 beams; 900 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.19 edge beams; 900 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.20 beams; 900 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.21 beams; 950 x 850 mm deep; integral with 175 mm thick slab m *** *** *** G381.22 beams; 1000 x 750 mm deep; integral with 175 mm thick slab m *** *** *** G381.23 edge beams; 1000 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.24 beams; 1000 x 1500 mm deep; integral with 175 mm thick slab m *** *** *** G381.25 beams; 1175 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.26 beams; 1200 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.27 beams; 1500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** G381.28 edge beams; 1500 x 900 mm deep; integral with 175 mm thick slab m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Special joints; threaded type proprietary couplers with screw caps G550.1 to 16 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.2 to 25 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.3 to 32 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.4 to 40 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced concrete slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 nr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** Proprietary slab edge form N199 to edges of 125 thick concrete slabs m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE11.2 : Suspended Beams and Slabs Page No. LSE11.2/1 *** Page No. LSE11.2/2 *** Page No. LSE11.2/3 *** Page No. LSE11.2/4 *** Page No. LSE11.2/5 *** Page No. LSE11.2/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSE11.2 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler with two hour fire rating protection G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 40 mm thick polystyrene board joint filler with two hour fire rating protection G641.3 average width not exceeding 0.5 m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.3 Sealed rebates or grooves; 40 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** G682.2 sleeved; 530 mm long; cast into one side of joint, other side with and including 280 mm long cast in plastic sleeve nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints(Cont'd ) Dowels; 20 mm diameter mild steel bars to BS 4449(Cont'd) G682.3 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** Dowels; 25 mm diameter mild steel bars to BS 4449 G682.4 sleeved; 405 mm long; cast into one side of joint, other side with and including 150 mm long cast in plastic sleeve nr *** *** *** G682.5 sleeved; 640 mm long; cast into one side of joint, other side with and including 300 mm long cast in plastic sleeve nr *** *** *** Concrete accessories Inserts G832 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.3 E11.3 : Walls ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE11.3 : Walls Page No. LSE11.3/1 *** Page No. LSE11.3/2 *** Page No. LSE11.3/3 *** Page No. LSE11.3/4 *** Page No. LSE11.3/5 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE10.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) sLump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 50C to BS 4360 Columns; 100 x 100 x 5 mm thick square hollow sections M311.1 straight on plan t *** *** *** Columns; 100 x 100 x 10 mm thick square hollow sections M311.2 straight on plan t *** *** *** Beams; 305 x 165 mm x 46 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 406 x 178 mm x 74 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 152 x 76 mm channels M321.3 straight on plan t *** *** *** Beams; 203 x 76 mm channels M321.4 straight on plan t *** *** *** Beams; 70 x 70 x 6 mm thick angles M321.5 straight on plan t *** *** *** Beams; 150 x 90 x 10 mm thick angles M321.6 straight on plan t *** *** *** Hangers; 100 x 100 x 10 mm thick square hollow sections M361 straight on plan t *** *** *** M380.1 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts, 350 x 120 x 10 mm thick base plate and 4 nr. 75 x 75 x 6 mm thick plate washers nr *** *** *** ------------------------------------------------------------------------------------------------------- Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METAL WORK Fabrication of members for lift L-7 framing; weldable structural steel to BS 4360; Grade 43A Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.3 straight on plan t *** *** *** Columns; 219.1 mm diameter x 16 mm thick circular hollow sections M311.4 straight on plan t *** *** *** Beams; 250 x 150 x 12.5 mm thick rectangular hollow sections M321.7 straight on plan t *** *** *** M380.2 Anchorages and anchor bolt assemblies; comprising 2 nr. 20 mm diameter Grade 8.8 anchor bolts with 40 x 25 mm channel, channel nut and 20 mm diameter anchor, and 3 nr. 200 x 250 x 10 mm thick plates nr *** *** *** Plates; 10 mm thick M391.1 straight on plan t *** *** *** Fabrication of members for glazed wall supports at Level 2 Grid B-C; weldab1e structural steel to BS 4360; Grade 43A Columns; 250 x 150 x 6.3 mm thick rectangular hollow sections M311.5 straight on plan t *** *** *** M380.3 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 350 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.4 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter 200 mm long Grade 4.6 bolts, 400 x 350 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 250 x 150 x 10 mm thick M391.2 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cap plates and end plates; 5 mm thick M391.3 straight on plan t *** *** *** Cap plates and end plates; 6 mm thick M391.4 straight on plan t *** *** *** End plates and plate stiffeners; 10 mm thick M391.5 straight on plan t *** *** *** Cleat plates; 10 mm thick M391.6 straight on plan t *** *** *** Fitted plates; 16 mm thick M391.7 straight on plan t *** *** *** Side plates and plate stiffeners; 20 mm thick M391.8 straight on plan t *** *** *** Plate washers; 25 mm thick M391.9 straight on plan t *** *** *** Fabrication of other members for hoisting hooks; we1dable structural steel to BS 4360; Grade 43A M480 Anchorages and anchor bolt assemblies; comprising 4 nr. 24 mm diameter proprietary sockets, Grade 8.8 anchor bolts and 230 x 230 x 20 mm thick plates nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for frames; weldable structural steel Grade 50C to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.1 diameter not exceeding 16 mm nr *** *** *** M642.1 diameter 16 - 20 mm nr *** *** *** Site bolts; Grade 10.9 M655 diameter 30 - 36 mm nr *** *** *** Erection of members for lift L-7 framing; weldable structural steel to BS 4360; Grade 43A M620.2 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642.2 diameter 16 - 20 mm nr *** *** *** Erection of members for glazed wall supports at Level 2 Grid B-C; weldable structural steel to BS 4360; Grade 43A M620.3 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** Erection of members for frames; weldable structural steel Grade 43C to BS 4360 M620.4 Permanent erection t *** *** *** Off-Site surface treatment M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1B) and finishing coat of 2 pack high build epoxy MIO 100 microns (KU2D) V770 Metal sections m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.4 E11.4 : Structural Steelwork ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE11.4 : Structural steelwork Page No. LSE11.4/1 *** Page No. LSE11.4/2 *** Page No. LSE11.4/3 *** Page No. LSE11.4/4 *** Page No. LSE11.4/5 *** Page No. LSE11.4/6 *** Page No. LSE11.4/7 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE11.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 60 mm diameter mild steel sleeves through reinforced concrete beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** G832.5 other inserts; 12 mm diameter Grade 8.8 anchor bolts with 20 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; 16 mm diameter Grade 8.8 anchor bolts with 30 kN shear capacity through reinforced concrete walls or columns; projecting from one surface of the concrete nr *** *** *** G832.7 other inserts; fix and cast in only 2 nr. 16 mm diameter holding down bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) Inserts(Cont'd) G832.8 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** G832.9 other inserts; fix and cast in only 2 nr. 16 mm diameter anchor bolts, 40 x 25 mm channel, channel nut and 20 mm diameter anchors through reinforced concrete beams; projecting from one surface of the concrete nr *** *** *** G832.10 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** Grouting under plates G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 160 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 175 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 200 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** *** G999.5 area 0.1-0.5 m2; 125 mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 175 mm thick nr *** *** *** G999.8 area 0.1-0.5 m2; 200 mm thick nr *** *** *** G999.9 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.10 area 0.5-1.0 m2; 175 mm thick nr *** *** *** G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.12 area 3.0-5.0 m2; 160 mm thick nr *** *** *** G999.13 area 3.0-5.0 m2; 175 mm thick nr *** *** *** G999.14 area 5.0-7.0 m2; 175 mm thick nr *** *** *** Openings in blockwalls G999.12 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.13 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE11.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m) Lump Sum Item LSE11.5 E11.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE11.5 : BWIC with Services Page No. LSE11.5/1 *** Page No. LSE11.5/2 *** Page No. LSE11.5/3 *** Page No. LSE11.5/4 *** Page No. LSE11.5/5 *** Page No. LSE11.5/6 *** ---------------------------------------------------------------------------- Total of Lump Sum Item LSE11.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE11.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Concrete components of constant cross-section G382 columns; 800 mm diameter m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Inserts G832 other inserts; 500 x 550 x 20 mm thick Grade 43C cast in steel plates (CP6 or CP7) to BS 4360 with and including 8 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete columns; totally within the concrete volume; curved cylindrical to one radius in one plane, radius 0.4 m nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance m2 *** *** *** AT970 Metal sections ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ---------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.1 E12.1 : Columns
ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE12.1 : Columns Page No. LSE12.1/1 *** Page No. LSE12.1/2 *** Page No. LSE12.1/3 *** Page No. LSE12.1/4 *** ----------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** F632 thickness 150-300 mm m3 *** *** *** F634 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.1 m m *** *** *** G342 width 0.1-0.2 m m *** *** *** Curved cylindrical to one radius in one plane; radius 28.941 m G355 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.2 edge beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.3 beams; 425 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.4 beams; 700 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.5 beams; 725 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.6 beams; 900 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.7 edge beams; 950 x 600 mm deep; integral with 200 mm thick slab m *** *** *** G381.8 beams; 1000 x 700 mm deep; integral with 150 mm thick slab m *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F4(Cont'd) Concrete components of constant cross-section(Cont'd) G381.9 beams; 1500 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.10 beams; 1500 x 700 mm deep; integral with 200 mm thick slab m *** *** *** G381.ll beams; 1500 x 725 mm deep; integral with 150 mm thick slab m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Special joints; threaded type proprietary couplers with screw caps G550.1 to 25 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** G550.2 to 32 mm diameter deformed high yield steel bars to BS 4449 nr *** *** *** Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5 m m2 *** *** *** G670 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G831 linear inserts; 90 x 90 x 8 mm thick cast in galvanized mild steel angles with and including 12 mm diameter anchor bars at 250 mm centres through reinforced concrete slabs or beams; totally within the concrete volume m *** *** *** G832 other inserts; fix and cast in only 4 nr. 24 mm diameter proprietary sockets and Grade 8.8 bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** MISCELLANEOUS METALWORK Galvanized steel "Bondek II" profiled sheeting or products having equivalent functions or performance; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE12.2. : Suspended Beams and Slabs Page No. LSE12.2/1 *** Page No. LSE12.2/2 *** Page No. LSE12.2/3 *** Page No. LSE12.2/4 *** Page No. LSE12.2/5 *** ----------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE12.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Planning of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** *** G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** *** G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** *** G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 30 mm thick polystyrene board joint filler with two hour fire rating protection G641 average width not exceeding 0.5m m2 *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 30 mm wide approved joint sealant on backing rod with two hour fire rating protection m *** *** *** Dowels; 16 mm diameter mild steel bars to BS 4449 G682.1 sleeved; 400 mm long; cast into one side of joint, other side with and including 200 mm long cast in plastic sleeve nr *** *** *** G682.2 sleeved; 530 mm long; cast into one side of joint, other side with and including 280 mm long cast in plastic sleeve nr *** *** *** Concrete accessories Inserts G832 other inserts; 200 x 400 x 20 mm thick Grade 43C cast in steel plates (CP4) to BS 4360 with and including 3 nr. 19 mm diameter x 100 mm long Grade 410 shear studs through reinforced concrete ribs or walls; projecting from one surface of the concrete nr *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance AT970 Metal sections m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.3 E12.3 : Walls
ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE12.3 : Walls Page No. LSE12.3/1 *** Page No. LSE12.3/2 *** Page No. LSE12.3/3 *** Page No. LSE12.3/4 *** ----------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360 Columns; 100 x 100 x 10 mm thick square hollow sections M311.1 straight on plan t *** *** *** Beams; 203 x 133 mm x 25 kg/m universal beams M321.1 straight on plan t *** *** *** Beams; 305 x 165 mm x 40 kg/m universal beams M321.2 straight on plan t *** *** *** Beams; 406 x 178 mm x 54 kg/m universal beams M321.3 straight on plan t *** *** *** Beams; 610 x 229 mm x 125 kg/m universal beams M321.4 straight on plan t *** *** *** Beams; 125 x 75 x 8 mm thick angles M321.5 straight on plan t *** *** *** M380.1 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter Grade 8.8 anchor bolts, 350 x 120 x 10 mm thick base plate and 4 nr. 75 x 75 x 6 mm thick plate washers nr *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for lift L-7 framing; weldable Structural steel Grade 43A to BS 4360 Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.2 straight on plan t *** *** *** Columns; 219.1 mm diameter x 16 mm thick circular hollow sections M311.3 straight on plan t *** *** *** Beams; 250 x 150 x 12.5 mm thick rectangular hollow sections M321.6 straight on plan t *** *** *** Cap plates; 5 mm thick M391.1 straight on plan t *** *** *** Plates; 6 mm thick M391.2 straight on plan t *** *** *** Fabrication of members for skylight framing; weldable structural steel Grade 43A to BS 4360 Columns; 120 x 80 x 5 mm thick rectangular hollow sections M311.4 straight on plan t *** *** *** Bracings and purlins; 120 x 80 x 5 mm thick rectangular hollow sections M361.1 straight on plan t *** *** *** M380.2 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 275 mm long Grade 4.6 bolts, 280 x 140 x 12 mm thick base plate and 4 nr. 60 x 60 x 6 mm thick plate washers nr *** *** *** Cap plates; 5 mm thick M391.3 straight on plan t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for glazed wall supports at Level 3 Cabins Grids 9-12/J-K, 16-19/J-K, 9/J-M and 19/J-M; weldable structural steel Grade 43A to BS 4360 Columns; 250 x 150 x 8 mm thick rectangular hollow sections M311.5 straight on plan t *** *** *** M380.3 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 350 x 300 x 20 mm thick base plate and 2 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.4 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 450 x 250 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 10 mm thick M391.4 straight on plan t *** *** *** Fabrication of members for glazed wall supports at Level 3 Cabins Grid J; weldable structural steel Grade 43A to BS 4360 Columns; 300 x 200 x 12.5 mm thick rectangular hollow sections M311.6 straight on plan t *** *** *** M380.5 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 400 x 320 x 20 mm thick base plate and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.6 Anchorages and holding down bolt assemblies; comprising 4 nr. 16 mm diameter x 200 mm long Grade 4.6 bolts, 500 x 250 x 20 mm thick plate and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** *** Plates; 300 x 150 x 10 mm thick M391.5 straight on plan t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for plant room framing; weldable structural steel Grade 43A to BS 4360 Columns; 152 x 152 mm x 30 kg/m universal columns M311.7 straight on plan t *** *** *** Columns; 457 x 152 mm x 82 kg/m universal beams M311.8 straight on plan t *** *** *** Beams; 457 x 152 mm x 82 kg/m universal beams M321.7 straight on plan t *** *** *** Beams; 254 x 76 mm channels M321.8 straight on plan t *** *** *** Bracings and purlins; 80 x 80 x 5 mm square hollow sections M361.2 straight on plan t *** *** *** Purlins; Z250/25 M361.3 straight on plan t *** *** *** Cladding rails; Z200/16 M361.4 straight on plan t *** *** *** M380.7 Anchorages and holding down bolt assemblies; comprising 2 nr. 16 mm diameter x 275 mm long Grade 4.6 bolts, 200 x 200 x 10 mm thick base plate, and 2 nr. 60 x 60 x 5 mm and 60 x 60 x 10 mm thick plate washers nr *** *** *** M380.8 Anchorages and holding down bolt assemblies; comprising 4 nr. 24 mm diameter x 375 mm long Grade 4.6 bolts, 500 x 200 x 20 mm thick base plate, and 4 nr. 60 x 60 x 5 mm and 60 x 60 x 10 mm thick plate washers nr *** *** *** End plates and plate stiffeners; 10 mm thick M391.6 straight on plan t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for plant room framing; weldable structural steel Grade 43A to BS 4360(Cont'd) Cleat plates; 10 mm thick M391.7 straight on plan t *** *** *** End plates and plate stiffeners; 16 mm thick M391.8 straight on plan t *** *** *** Fabrication of members for DB1551 antenna supports; weldable structural steel Grade 43A to BS 4360 Columns; 168.3 mm diameter x 10 mm thick circular hollow sections M311.9 straight on plan t *** *** *** Beams; 50 x 50 x 4 mm thick rectangular hollow sections M321.9 straight on plan t *** *** *** Bracings; 48.3 mm diameter x 5 mm thick circular hollow sections M361.5 straight on plan t *** *** *** Bracings; 88.9 mm diameter x 5 mm thick circular hollow sections M361.6 straight on plan t *** *** *** Bracings; 50 x 6 mm thick flats M361.7 straight on plan t *** *** *** Rungs; 16 mm diameter rods M361.8 straight on plan t *** *** *** M380.9 Anchorages and holding down bolt assemblies; comprising 6 nr. 22 mm diameter x 550 mm long Grade 4.6 bolts, 370 x 370 x 25 mm thick base plate, and 4 nr. 50 x 50 x 20 mm thick plate washers nr *** *** *** Cap plates; 5 mm thick M391.9 straight on plan t *** *** *** Plate stiffeners; 16 mm thick M391.10 straight on plan t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43C to BS 4360 Cap plates; 5 mm thick M391.ll straight on plan t *** *** *** End plates and plate stiffeners; 10 mm thick M391.12 straight on plan t *** *** *** Cleat plates; 10 mm thick M391.13 straight on plan t *** *** *** End plates; 12 mm thick M391.14 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620.1 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.1 diameter not exceeding 16 mm nr *** *** *** M642 diameter 16 - 20 mm nr *** *** *** Erection of members for lift L-7 framing; weldable structural steel Grade 43A to BS 4360 M620.2 Permanent erection t *** *** *** Erection of members for skylight framing; weldable structural steel Grade 43A to BS 4360 M620.3 Permanent erection t *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for glazed wall supports at Level 3 Cabins Grids 9-12/J-K, 16-19/J-K, 9/J-M and 19/J-M; weldable structural Grade 43A to BS 4360 M620.4 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.2 diameter not exceeding 16 mm nr *** *** *** Erection of members for glazed wall supports at Level 3 Cabins Grid J; weldable structural 43A to BS 4360 M620.5 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.3 diameter not exceeding 16 mm nr *** *** *** Erection of members for plant room framing; weldable structural steel Grade 43A to BS 4360 M620.6 Permanent erection t *** *** *** Site bolts; Grade 8.8 M641.4 diameter not exceeding 16 mm nr *** *** *** Erection of members for DB1551 antenna supports; weldable structural Steel Grade 43A to BS 4360 M620.7 Permanent erection t *** *** *** Erection of members for frames; weldable structural Steel Grade 43C to BS 4360 M620.7 Permanent erection t *** *** *** Off-Site surface treatment M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Mild steel to BS 4360; grade 43; hot dip galvanized after fabrication to BS 729 N170 Chequer plate flooring; 6 mm thick m2 *** *** *** PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1B) and finishing coat of 2 pack high build epoxy MIO 100 microns (KU2D) V770 Metal sections m2 *** *** *** ARCHITECTURAL, COATINGS AND SPECIAL FINISHES "Monokote" two hour fire protection spray paint or products having equivalent functions or performance Metal other than metal sections AT911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** AT914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** AT970 Metal sections m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSE12.4 : Structural Steelwork Page No. LSE12.4/1 *** Page No. LSE12.4/2 *** Page No. LSE12.4/3 *** Page No. LSE12.4/4 *** Page No. LSE12.4/5 *** Page No. LSE12.4/6 *** Page No. LSE12.4/7 *** Page No. LSE12.4/8 *** Page No. LSE12.4/9 *** Page No. LSE12.4/10 *** ----------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSE12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSE12.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Other concrete forms; plinths; concrete category B F680.1 500 x 500 x 500 mm thick m3 *** *** *** F680.2 600 x 2450 x 200 mm thick m3 *** *** *** F680.3 950 x 2600 x 200 mm thick m3 *** *** *** F680.4 1900 x 5400 x 200 mm thick m3 *** *** *** F680.5 2400 x 5400 x 200 mm thick m3 *** *** *** F680.6 2500 x 5400 x 200 mm thick m3 *** *** *** F680.7 2700 x 5400 x 200 mm thick m3 *** *** *** F680.8 3100 x 5400 x 200 mm thick m3 *** *** *** F680.9 3200 x 5400 x 200 mm thick m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** For voids G371 small void depth not exceeding 0.5 m nr *** *** *** G372 small void depth 0.5-1 m nr *** *** *** G373 small void depth 1-2 m nr *** *** *** G375 large void depth not exceeding 0.5 m nr *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding to 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** Joints G670 Approved joint sealant with two hour fire rating protection; 100 mm wide m *** *** *** Concrete accessories Inserts G831.1 linear inserts; galvanized iron pipes to BS 1387 medium class, screwed joints; 50 mm nominal bore; totally within the concrete volume m *** *** *** G831.2 linear inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore; totally within the concrete volume m *** *** *** G832.1 other inserts; unplasticized polyvinyl chloride pipes to BS 4660, solvent welded spigot and socket joints; 200 mm nominal bore x 750 mm long; projecting from one surface of the concrete nr *** *** *** G832.2 other inserts; unplasticized polyvinyl chloride bends; 400 mm nominal bore; totally within the concrete volume nr *** *** *** G832.3 other inserts; 19 mm shank diameter x 90 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced concrete slabs or beams; totally within the concrete volume nr *** *** *** G832.4 other inserts; 16 mm diameter anchor bolts through reinforced concrete slabs; projecting from one surface of the concrete nr *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories(Cont'd) G832.5 other inserts; fix and cast in only 2 nr. 16 mm diameter holding down bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** G832.6 other inserts; fix and cast in only 2 nr. 16 mm diameter x 200 mm long holding down bolts through reinforced concrete slabs, beams, plinths or upstands; projecting from one surface of the concrete nr *** *** *** G832.7 other inserts; fix and cast in only 2 nr. 16 mm diameter x 275 mm long holding down bolts through reinforced concrete upstands; projecting from one surface of the concrete nr *** *** *** G832.8 other inserts; fix and cast in only 4 nr. 16 mm diameter x 200 mm long anchor bolts through reinforced concrete slabs or beams; projecting from one surface of the concrete nr *** *** *** G832.9 other inserts; fix and cast in only 6 nr. 22 mm diameter x 550 mm long anchor bolts through reinforced concrete plinths; projecting from one surface of the concrete nr *** *** *** Grouting under plates G841.1 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** Grouting under base plates G841.2 area not exceeding 0.1 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** G842 area 0.1-0.5 m2; 20 mm thick approved non-shrink cementitious grout nr *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** *** G999.2 area not exceeding 0.1 m2; 400 mm thick nr *** *** *** G999.3 area not exceeding 0.1 m2; 700 mm thick nr *** *** *** G999.4 area not exceeding 0.1 m2; 900 mm thick nr *** *** *** G999.5 area not exceeding 0.1 m2; 1500mm thick nr *** *** *** G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** *** G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.8 area 0.5-1.0 m2; 125 mm thick nr *** *** *** G999.9 area 0.5-1.0 m2; 160 mm thick nr *** *** *** G999.10 area 1.0-3.0 m2; 125 mm thick nr *** *** *** G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** *** G999.12 area 3.0-5.0 m2; 125 mm thick nr *** *** *** G999.13 area 3.0-5.0 m2; 150 mm thick nr *** *** *** G999.14 area 3.0-5.0 m2; 160 mm thick nr *** *** *** Openings in blockwalls G999.15 area 0.1-0.5 m2; 160 mm thick nr *** *** *** G999.16 area 0.1-0.5 m2; 200 mm thick nr *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE12.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m) Lump Sum Item LSE12.5 E12.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSE12.5: BWIC with Services Page No. LSE12.5/1 *** Page No. LSE12.5/2 *** Page No. LSE12.5/3 *** Page No. LSE12.5/4 *** Page No. LSE12.5/5 *** Page No. LSE12.5/6 *** ------------------------------------------------------------------ Total of Lump Sum Item LSE12.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE12.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E13 : Immigration - Staircases Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Other concrete forms; steps, stairs and landings; concrete category B F681 waist; 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G314 width 0.4-1.22 m m2 *** *** *** G315 width exceeding 1.22 m m2 *** *** *** Sloping G324 width 0.4-1.22 m m2 *** *** *** G325 width exceeding 1.22 m m2 *** *** *** Vertical G341 width not exceeding 0.l m m *** *** *** G342 width 0.1-0.2 m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** Concrete accessories Finishing of top surfaces G3813 class U2 finishes m2 *** *** *** ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE13.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E13 : Immigration - Staircases Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE13.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E13 : Immigration - Staircases Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSE13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSE13.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre E : Terminus Building - Structure Lump Sum Breakdown E13 : Immigration - Staircases Lump Sum Item LSE13.1 E13.1 : Staircases ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSE13.1: Staircases Page No. LSE13.1/1 *** Page No. LSE13.1/2 *** Page No. LSE13.1/3 *** ------------------------------------------------------------------ Total of Lump Sum Item LSE13.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [DATE STAMP] [STAMP] Rev.0 : 26 April 2002 LSE13.1/COL/1 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 3 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B F592 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G342 width 0.1-0.2 m m *** *** *** PRECAST CONCRETE Slab; concrete class 40/20 Area 1-4m2; H521 mass not exceeding 250kg nr *** *** *** Segmental unit; concrete class 40/20 Cross-sectional size 150 x 250mm H601 mass not exceeding 250kg nr *** *** *** Lintels; concrete class 40/20 H809.1 Cross-sectional area 140 x 200mm depth; 73 kg per metre m *** *** *** H809.2 Cross-sectional area 140 x 200mm depth; 75 kg per metre m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station -ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 80 x 80 x 6.3mm thick rectangular hollow sections M311.1 straight on plan t *** *** *** Columns; 80 x 120 x 5mm thick rectangular hollow sections M311.2 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10mm M391.2 straight on plan t *** *** *** Cap plates; 80 x 80 x 3mm M391.3 straight on plan t *** *** *** Cap plates; 120 x 80 x 3mm M391.4 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; with 450 x 1100mm galvanised mild steel cover plate and return stringers N130.1 type 1; lockable; as Drawing nr LCC300/31/A24/501, 504-505 m *** *** *** Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter N130.2 type 2; as Drawing nr LCC300/31/A24/502, 504-505 m *** *** *** Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; including safety hoops and return stringers N130.3 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10mm m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel (Cont'd) Miscellaneous framing; welded and bolted connection (Cont'd) N169.1 signage support bracketry; type 2; 2.0-2.5m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** N169.2 signage support bracketry; type 2; 2.5-3.0m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** N169.3 signage support bracketry; type 2; 3.5-4.0m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** N169.4 signage support bracketry; type 3; 1.0-1.5m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** N169.5 signage portal; floor mounted; overall size 5550 x 3300mm high above finished floor level; as Architectural Specification section 68.3 and Appendix AA to Particular Specification, section Z11; as Drawing nr SI-E2350L/31/A70/756, 769 nr *** *** *** N169.6 Signage portal; floor mounted; overall size 4350 x 3300mm high above finished floor level; as Architectural Specification section 68.3 and Appendix AA to Particular Specification, section Z11; as Drawing SI-E2350L/31/A70/756, 770 nr *** *** *** Refuse chute; as Appendix AA to Particular Specification, section N31 and Drawing nr LCC300/31/A25/001-004 N190.1 fixing collar; internal diameter 603mm; including anchor bolt and other accessories nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Stainless steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; with 450 x 1100mm galvanised mild steel cover plate and return stringers N130.4 type 1; lockable; to steel deck platform; as Drawing nr LCC300/31/A24/501, 504-505, 510-511 m *** *** *** Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter N130.5 type 2; to steel deck platform; as Drawing nr LCC300/31/A24/502, 504-505, 501-511 m *** *** *** Ladders; stringers 40 mm diameter; min 3 mm thick; rungs 20 mm diameter N130.6 type 2; as Drawing nr. LCC300/31/A24/502, 504-505 m *** *** *** Ladders; stringers 40 mm diameter; min 3 mm thick; rungs 20 mm diameter; including safety hoops and return stringers N130.7 type 3; as Drawing nr. LCC300/31/A24/503-505 m *** *** *** N140.1 Twin handrail; type T5J; stainless steel; 900mm high from finished floor level; as Drawing nr LCC300/31/A60/120, 123 m *** *** *** Handrails; comprising 50mm diameter; 2mm thick (min) handrails; 15mm diameter brackets at 900mm approximate centres; 50mm diameter x 4mm thick cover plate; including bolts, rivets and all necessary fixings and fixing devices N140.2 as Drawing nr LCC300/31/A15/242, /273 m *** *** *** N190.2 Urinal grating; type U4M1; 1200 x 300 x 15 mm; with vertical support; as Drawing nr LCC300/31/A60/403 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1 .1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Stainless steel (Cont'd) N190.3 Grating cover; 300 x 1044 x 15mm thick nr *** *** *** Refuse chute; as Appendix AA to Particular Specification, section N31 and Drawing nr LCC300/31/A25/001-004 N190.4 stainless steel section to BS 1703; internal size 400 x 400mm; 1.5mm thickness m *** *** *** N190.5 stainless steel discharge section; 1.5mm thick; approximate size 400 x 400; square section bottom bent at 45 DEG. to horizontal nr *** *** *** N190.6 stainless steel section to BS 1703; internal diameter 600mm (min); 1.5mm thick m *** *** *** N190.7 stainless steel section to BS 1703; internal diameter 450mm (min); 3mm thick m *** *** *** N190.8 stainless steel double skin; side hinged inspection panel; to clear opening size 400 x 400mm; with 1.5 hours fire rated proof to BS 476; including framing and associated accessories nr *** *** *** N190.9 stainless steel self closing and sealing double skin hopper door; to clear opening size 350 x x 250mm; with 1.5 hours fire rated proof to BS 476; including framing and associated accessories nr *** *** *** N190.10 fire cut off door with fusible link; including framing, associated ironmongery and accessories nr *** *** *** Steel deck platform with wire mesh; balustrades suspended from slab and beams; bolted connection to ladders and soffit of slab and beams N220 size 2250 x 2500 x 1100mm high; as Drawing nr LCC300/31/A24/501-502, 504-505, 510-511 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Aluminium N190.11 Profiled cable containment feature; 2400mm wide x 600mm (extreme) deep; curved bottom; with cable tray 1500mm wide x 200mm deep including vertical support, as Drawing nr SI-E2350L/31/A70/795 m *** *** *** BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 100mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm U511.2 vertical straight walls m2 *** *** *** U519 plinths m2 *** *** *** Thickness: 140mm; 2 hours fire rating U511.3 vertical straight walls m2 *** *** *** Surface features U578 fair facing m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300 mm wide m *** *** *** U583.1 movement joints; fire rated filler; 100mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/7 Contract No. LCC-30G Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 (Cont'd) Ancillaries (Cont'd) U583.2 movement joints; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543.1 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coat; as Appendix AA to Particular Specification, section M60 Plaster and render V543.2 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Epoxy paint; acid resisting; with one undercoat and one finishing coat; as Appendix AA to Particular Specification, section M60 Concrete V733 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Brickwork and blockwork V763 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Epoxy resin paint; with one two-component enoxy based primer and one multi-component epoxy top coat; as Architectural Specification section 67.7 Granolithic screed V791.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Epoxy paint; with one undercoat and one finishing coat; as Appendix AA to Particular Specification, section M60 Granite stone tiling V791.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal; 75mm wide queuing line at platform m *** *** *** V796.1 letters, numerals, characters, punctuations and the like; Chinese characters as per drawing LCC300/31/A30/013 nr *** *** *** V796.2 letters, numerals, characters, punctuations and the like; English characters as per drawing LCC300/31/A30/013 nr *** *** *** V796.3 letters, numerals, characters, punctuations and the like; disabled signs nr *** *** *** V796.4 letters, numerals, characters, punctuations and the like; numerals inclusive of coloured base nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Synthetic paint; with one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** Anti-dust sealer; with one polymer single component weather resistant top coating and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V995 isolated surfaces of width on girth not exceeding 500mm m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- WATERPROOFING Damp proofing Waterproofing membrane system; comprising two component solvent free epoxy coating, one component polyurethane adhesive primer and two component solvent free polyurethane elastic waterproof coating; minimum 2mm thick; as Appendix AA to Particular Specification, section J30 and as Drawing LCC300/31/ A31/401 W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W133 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** W137 surfaces of width 300mm - 1m m *** *** *** Tanking Waterproofing membrane; one coat and minimum 1.5mm thick; as Appendix AA to Particular Specification, section J30 W231 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W233 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** MISCELLANEOUS WORK Rubber fillet block To platform edge X990.1 nominally 50mm thick and 100mm wide m *** *** *** Striking edge shock-absorbent strip To platform edge X990.2 nominally 20mm thick and 150mm wide m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PARTITIONS Proprietary partitions AB130 Door; 20mm thick; laminated; with plastic colour coated veneer on both sides; including framing; stainless steel coat hook and lock; size 710 x 1700mm high; as Drawing nr LCC300/31/A60/401 nr *** *** *** Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 AB300.1 800 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.2 920 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.3 1200 x 1500 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.4 1885 x 1800 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.5 2000 x 1800 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.6 2300 x 1970 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.7 3235 x 1800 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.8 3570 x 1800 x 2000mm high overall; with 2 compartments nr *** *** *** CARPENTRY & JOINERY Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with 5mm plywood with plastic laminate sheet AC110.1 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** AC110.2 1700 x 2150 x 44mm thick; with 200 x 800mm vision panel (Door type 07) nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet AC110.3 1700 x 2150 x 44mm thick; with 200 x 800mm vision panel (Door type 07) nr *** *** *** Fittings AC710.1 Cupboard; type S1P; plastic laminated plywood; consisting of 2750 x 600 x 750mm high lower cabinet and 2750 x 350 x 1200mm high upper cabinet with glass shelves and swing doors; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/351 nr *** *** *** AC710.2 Cupboard; type S1N; plastic laminated plywood; overall size 2950 x 500 x 1950mm high; with glass shelves and swing doors; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/352 nr *** *** *** Cupboard; plastic laminated plywood; with adjustable shelf; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/361, 715 AC710.3 type S1X; overall size 2400 x 600 x 2000mm high nr *** *** *** AC710.4 type S1Y; overall size 390 x 600 x 2000mm high nr *** *** *** AC710.5 type S1Z; overall size 1200 x 600 x 2000mm high nr *** *** *** Cupboard; plastic laminated plywood; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/362 AC710.6 type S1U; corian top with splash back; overall size 2400 x 600 x 900mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Cupboard; plastic laminated plywood; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/362 (Cont'd) AC710.7 type S1W; wall mounted; overall size 2400 x 450 x 350mm high nr *** *** *** AC710.8 type S1V; wall mounted; overall size 600 x 450 x 700mm high Supervisor desk counter; plastic laminated plywood; with stainless steel hairline finish; corian bench top; drawers; including E&M fixtures and fittings; as Drawing nr LCC300/31/A60/721 nr *** *** *** AC720.1 type T3K1; overall size 600 x 475 x 1050mm high nr *** *** *** Counter; plastic laminated plywood; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/381, 382 AC720.2 type T3P; with stainless steel counter top; drawers and shelf; tempered glass front panel; overall size 2200 x 670 x 1200mm high nr *** *** *** AC720.3 type T3O; with stainless steel counter top and front panel; overall size 1800 x 430 x 450mm high nr *** *** *** AC720.4 counter; type T3N; plastic laminated plywood; with glass display box; stainless steel hairline front panel; overall size 5410 x 950 x 750mm high; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/353-354 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSFl.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin, tap and dispenser; framing and all necessary ironmongery; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/402 AC740.1 overall size 1400 x 600 x 450 mm high nr *** *** *** AC740.2 overall size 1620 x 600 x 450 mm high nr *** *** *** AC740.3 overall size 1735 x 600 x 450 mm high nr *** *** *** AC740.4 overall size 2000 x 600 x 450 mm high nr *** *** *** AC740.5 overall size 2260 x 600 x 450 mm high nr *** *** *** AC740.6 overall size 4140 x 600 x 450 mm high nr *** *** *** AC740.7 overall size 4180 x 600 x 450 mm high nr *** *** *** AC740.8 overall size 2575 x 600 x 450 mm high nr *** *** *** AC740.9 U-shape; extreme size 2100 x 2300 x 2100 long x 600 x 900mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Lockers; standing on 140mm thick masonry slab (measured separately); including 375mm high shoe rack at lower level; 300mm wide x 600mm deep x 850mm high proprietary locker units with GMS adjustable hanger rods, on 20mm thick cementitious side backing and 15mm thick plywood backing on 15mm thick cementitious backing; 325mm continuous plastic laminated overhead panel with 38 x 38 x 3mm thick GMS welded bracing angle and bolted to wall; including all necessary framing, ironmongery and finishes; as Appendix AA to Particular Specification section Z10 and Drawing nr LCC300/31/A60/420 AC790.1 overall size 1800 x 600 x 2400mm high nr *** *** *** AC790.2 overall size 2100 x 600 x 2400mm high nr *** *** *** AC790.3 overall size 3300 x 600 x 2400mm high nr *** *** *** Luggage handling counter; as Drawing nr LCC300/31/A60/382 AC790.4 overall size 5000 x 670 x 1200mm high nr *** *** *** Cabinet; plastic laminated plywood; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/313, 714, 716 AC790.5 type S1AA; with 2 drawers and 3 pigeon holes; overall size 1000 x 600 x 750mm high nr *** *** *** AC790.6 type S1AB; with 4 pigeon holes; overall size 1000 x 600 x 750mm high nr *** *** *** AC790.7 Cabinet; type S1S; plastic laminated plywood; overall size 3200 x 600 x 750mm high; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/381 nr *** *** *** AC790.8 Cabinet; type S1T; plastic laminated plywood; overall size 6600 x 600 x 800mm high; as Drawing nr LCC300/31/A60/372, 716 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Table; plastic laminated plywood; with keyboard drawers; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/A60/313, 373, 714, 716 AC790.9 type S70; overall size 2000 x 600 x 750mm high nr *** *** *** AC790.10 type S7P; overall size 1500 x 600 x 750mm high nr *** *** *** AC790.11 type S7Q; overall size 1600 x 600 x 750mm high nr *** *** *** AC790.12 type S7S; overall size 1250 x 600 x 750mm high nr *** *** *** Table; plastic laminated plywood; with keyboard drawers; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/316, 714, 716 AC790.13 type S7I; overall size 3620 x 2180 x 750mm high nr *** *** *** AC790.14 type S7J; overall size 5020 x 600 x 750mm high nr *** *** *** AC790.15 Table; type S7K; to level 1 fare adjustment office; including plastic laminated plywood worktop; 1 no. of keyboard drawer and 1 no. of 300mm radius cut off to bench and all other fixing accessories; overall size 3000 x 900 x 750mm high; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/341, 714 nr *** *** *** AC790.16 Table type; S7L; to level 1 fare adjustment office; including plastic laminated plywood worktop; 2 no. of keyboard drawers and 2 nos. of 300mm radius cut off to bench and fixing accessories; overall size 2985 x 900 x 750mm high; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/341, 714 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Table; plastic laminated plywood with timber support; keyboard drawers and semi-circular cut off to bench; as Appendix AA to Particular Specification, section AA and Drawing nr LCC300/31/A60/371, 714 AC790.17 type S7N; overall size 1500 x 900 x 750mm high nr *** *** *** AC790.18 type S7M; overall size 2100x 900 x 750mm high nr *** *** *** AC790.19 Low cabinet; type S1R; plastic laminated plywood; overall size 4000 x 600 x 800mm high, as Drawing nr LCC300/31/A60/316, 716 nr *** *** *** AC790.20 Movable cabinet; type S1Q; plastic laminated plywood with 3 drawers; proprietary central lock to drawers; 4 nos. of proprietary plastic castors; overall size 600 x 500 x 660mm; as Drawing nr LCC300/31/A60/711, 712 nr *** *** *** Black out blind; with concealed hood, guides, trim and other fixing accessories size 1200 x 1200mm high AC790.21 type T2K; as Drawing LCC300/31/A60/327 nr *** *** *** Name plate AC790.22 type R5A nr *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.3 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290 .4 Type H1; size 114 x 114mm; fixed to Stainless steel door leaf and galvanised steel door frame nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 (Cont'd) AD290.5 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.6 Type H3; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.7 Type H3; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.8 Type H4; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L1; fixed to stainless steel nr *** *** *** AD319.3 type L1; fixed to stainless steel door leaf and galvanised steel door frame nr *** *** *** AD319.4 type L2; fixed to galvanised steel nr *** *** *** AD319.5 type L2; fixed to stainless steel nr *** *** *** AD319.6 type L3; fixed to galvanised steel nr *** *** *** AD319.7 type L3; fixed to stainless steel nr *** *** *** AD319.8 type L6B; fixed to galvanised steel nr *** *** *** AD319.9 type L6B; fixed to stainless steel nr *** *** *** AD319.10 type L6C; fixed to galvanised steel nr *** *** *** AD319.11 type L7; fixed to galvanised steel nr *** *** *** AD319.12 type L7; fixed to stainless steel nr *** *** *** AD319.13 type L8; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.14 type L8; fixed to galvanised steel nr *** *** *** AD319.15 type L8; fixed to stainless steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** AD339.2 type FB1; fixed to stainless steel nr *** *** *** AD339.3 type FB4; fixed to galvanised steel nr *** *** *** Panic bolt AD339.4 type ED2; fixed to galvanised steel nr *** *** *** AD339.5 type ED2; fixed to stainless steel nr *** *** *** AD339.6 type ED3; fixed to galvanised steel nr *** *** *** AD339.7 type ED3; fixed to stainless steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.2 type CL1; fixed to galvanised steel nr *** *** *** AD490.3 type CL1; fixed to stainless steel nr *** *** *** AD490.4 type CL1; fixed to stainless steel door leaf and galvanised steel door frame nr *** *** *** AD490.5 type CL1A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.6 type CL1A; fixed to galvanised steel nr *** *** *** AD490.7 type CL1A; fixed to stainless steel nr *** *** *** AD490.8 type CL2A; fixed to galvanised Steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Closers and selectors; as Appendix AA to Particular Specification, section P21 (Cont'd) (Cont'd) Door closers (Cont'd) AD490.9 type CL3; fixed to galvanised steel nr *** *** *** AD490.10 type CL3; fixed to stainless steel nr *** *** *** Handles with backplates; as Appendix AA to Particular Specification section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to timber nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.3 type PH1; with 300 x 100 x 1.6mm backplates, fixed to stainless steel nr *** *** *** Push plates; as Appendix AA to Particular Specification section P2l AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to timber nr *** *** *** AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD600.3 Type PP1; 300 x 100 x 1.6mm thick; fixed to stainless steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 765 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.3 Type K1; 765 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Kick plates; as Appendix AA to Particular Specification, section P21 (Cont'd) AD700.5 Type K1; 1290 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.6 Type K1; 820 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** AD700.7 Type K1; 1050 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** AD700.8 Type K1; 1215 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to timber door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.3 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840.1 type ST2; fixed to timber door leaf and concrete wall nr *** *** *** AD840.2 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** AD840.3 type ST2; fixed to stainless steel door leaf and concrete wall nr *** *** *** Grab rail bar AD890.1 type GR; fixed to galvanised steel nr *** *** *** AD890.2 type GR; fixed to stainless steel nr *** *** *** Gasket AD890.3 type AS1 nr *** *** *** AD890.4 type AS2 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Threshold AD890.5 type T1; fixed to galvanised steel nr *** *** *** AD890.6 type T1; fixed to stainless steel nr *** *** *** Dust proof strike AD890.7 type ECS nr *** *** *** Co-ordinator AD890.8 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 07; door frame width 210mm (max); head and jamb type A AE100.1 1700mm width x 2150mm high; with 200 x 800 mm vision panels nr *** *** *** Galvanised steel with polyester powder coated finish; door type 01; door frame width 210mm (max); head and jamb type A AE100.2 1350mm width x 2250mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE100.3 1700mm width x 2150mm high nr *** *** *** AE100.4 1700mm width x 2250mm high nr *** *** *** AE100.5 2600mm width x 2150mm high nr *** *** *** AE100.6 2600mm width x 2250mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE100.7 1650mm width x 2150mm high nr *** *** *** AE100.8 1950mm width x 2250mm high nr *** *** *** AE100.9 2600mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type E AE110.1 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm; head and jamb type F+G AE110.2 1000mm width x 2150mm high nr *** *** *** AE110.3 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type E+G AE110.4 1050mm width x 2150mm high nr *** *** *** AE110.5 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06C; door frame width 210mm (max.); head and jamb type F+G AE110.6 1050mm width x 2150mm high nr *** *** *** AE110.7 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE110.8 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE110.9 2600mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type F+G AE110.10 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 08; door frame width 210mm (max.); head and jamb type E+G AE110.11 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE110.12 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01A; door frame width 210mm (max.); head and jamb type E AE110.13 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01A; door frame width 210mm (max.); head and jamb type E+G AE110.14 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01A; door frame width 210mm (max.); head and jamb type F+G AE110.15 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E+G AE110.16 1210mm width x 2150mm high nr *** *** *** AE110.17 1210mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Stainless steel door with 2 nos of louvres; to toilet duct room; including all necessary ironmongery; as Drawing nr LCC300/31/A60/409 AE110.18 750mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE120.1 900mm width x 2150mm high nr *** *** *** AE120.2 950mm width x 2150mm high nr *** *** *** AE120.3 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AE120.4 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE120.5 1650mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE120.6 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.7 850mm width x 2150mm high nr *** *** *** AE120.8 900mm width x 2150mm high nr *** *** *** AE120.9 1050mm width x 2150mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Half-hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with paint finish; door type 06; door frame width 210mm (max.); head and jamb type A AE220 2250mm width x 2150mm high nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE300 1350mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type F+G AE310.1 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type A AE310.2 2700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE310.3 2750mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE310.4 1810mm width x 2150mm high nr *** *** *** AE310.5 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE310.6 2600mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type E+G AE310.7 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type F+G AE310.8 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; galvanised steel door frame width 210mm (max.); head and jamb type A AE310.9 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E+G AE310.10 1210mm width x 2150mm high nr *** *** *** AE310.11 1700mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type F+G AE310.12 1210mm width x 2150mm high nr *** *** *** AE310.13 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type E+G AE310.14 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06C; door frame width 210mm (max.); head and jamb type E+G AE310.15 1810mm width x 2150mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.1 1100mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.2 1650mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.3 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.4 2600mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.5 2700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.6 2750mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE320.7 2600mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AE320.8 1050mm width x 2150mm high nr *** *** *** AE320.9 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.10 700mm width x 2000mm high nr *** *** *** AE320.11 750mm width x 2000mm high nr *** *** *** AE320.12 1050mm width x 2150mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.13 1050mm width x 2150mm high nr *** *** *** AE320.14 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 06; door frame width 210mm (max.); head and jamb type A AE320.15 1650mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE320.16 1350mm width x 2150mm high nr *** *** *** AE320.17 1650mm width x 2150mm high nr *** *** *** AE320.18 1950mm width x 2150mm high nr *** *** *** Two hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type E AE410 1210mm width x 2150mm high nr *** *** *** Fire rated doors and frames to CLP requirements; as Appendix AA to Particular Specification, section L20 Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type A AE910 2550mm width x 2975mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters Non-fire rated pipe/grille shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF111.1 stainless steel; recessed rail; standard hood (fixed above ceiling); approximate size 6675 x 4300mm high nr *** *** *** AF111.2 stainless steel; recessed rail; standard hood (fixed above ceiling); approximate size 10950 x 4300mm high nr *** *** *** AF111.3 stainless steel; recessed rail; standard hood (fixed above ceiling); approximate size 10950 x 4700mm high nr *** *** *** Non-fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF121.1 stainless steel; exposed rail; standard hood (fixed inside room); typhoon resistant; approximate size 4800 x 4000mm high nr *** *** *** AF121.2 stainless steel; exposed rail; standard hood (fixed inside room); typhoon resistant; approximate size 4000 x 4050mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/31 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Non-fire rated glazed panels shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification section, L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF129 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); typhoon resistant; approximate size 4800 x 2400mm high nr *** *** *** One hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF131 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 6200 x 2400mm high nr *** *** *** Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF141.1 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 2400 x 2400mm high nr *** *** *** AF141.2 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 3000 x 1390mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/32 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 (Cont'd) AF141.3 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 3600 x 1390mm high nr *** *** *** AF141.4 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 3600 x 2400mm high nr *** *** *** AF141.5 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 4800 x 4000mm high nr *** *** *** AF141.6 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 6000 x 4740mm high nr *** *** *** AF141.7 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; typhoon resistant; with smoke/heat detector activated; approximate size 11000 x 4740mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/33 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Smoke curtain; drop down to 2400mm above floor flash level as Drawing LCC300/31/A04/512 AF199.1 1200 x 4310mm long nr *** *** *** AF199.2 1500 x 4310mm long nr *** *** *** AF199.3 3000 x 4310mm long nr *** *** *** AF199.4 3600 x 4310mm long nr *** *** *** AF199.5 4800 x 4310mm long nr *** *** *** AF199.6 6000 x 4310mm long nr *** *** *** Windows Internal windows; two hours fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/412 AF201 stainless steel; size 8400 x 1120mm high; with 90 degrees turning angle nr *** *** *** Louvres Internal louvre with insect mesh; weatherproofed; including framing, mastic sealants, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and /A40/458 AF309 PVF2 coated aluminium; overall size 450 x 450mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/34 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding Vitreous enamelled steel panels; 150mm(overall depth including fixings) thick; on anti-drumming backing board; with vapour control layer; including, all joints, cover plates (colour matched) sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 M63 and Drawing nr LCC300/31/A20/001-007,010-013 AG111.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** *** AG111.2 walls and attached columns; circular; not exceeding 1.0m2 m2 *** *** *** AG111.3 walls and attached columns; 1.0-1.5m2 m2 *** *** *** AG111.4 walls and attached columns; 1.0-1.5m2; circular m2 *** *** *** AG111.5 walls and attached columns; 1.5-2.0m2 m2 *** *** *** AG111.6 walls and attached columns; circular; 1.5-2.0m2 m2 *** *** *** AG111.7 walls and attached columns; 2.0-2.5m2 m2 *** *** *** AG111.8 walls and attached columns; 2.5-3.0m2 m2 *** *** *** AG112.1 isolated columns; not exceeding 1.0m2 m2 *** *** *** AG112.2 isolated columns; circular; not exceeding 1.0m2 m2 *** *** *** AG112.3 isolated columns; 1.0-1.5m2 m2 *** *** *** AG112.4 isolated columns; circular; 1.0-1.5m2 m2 *** *** *** AG112.5 isolated columns; 1.5-2.0m2 m2 *** *** *** AG112.6 isolated columns; circular; 1.5-2.0m2 m2 *** *** *** AG112.7 isolated columns; 2.0-2.5m2 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.2 : 28 October 2002 LSF1.1/35 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding (Cont'd) Vitreous enamelled steel panels; 150m (overall depth including fixings) thick; on anti-drumming backing board with vapour control layer; including all joints, cover plates (colour matched) sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31, M63 and Drawing nr LCC300/31/A20/001-007, 010-013 (Cont'd) AG112.8 isolated columns; 2200 x 1395mm m2 *** *** *** AG112.9 isolated columns; 2200 x 1695mm m2 *** *** *** AG112.10 isolated columns; 2400 x 1400mm m2 *** *** *** AG112.11 isolated columns; 2400 x 1650mm m2 *** *** *** AG119.1 cornice; approximate size 350 x 250mm high m *** *** *** AG119.2 cornice; approximate size 350 x 250mm high; circular m *** *** *** Stainless steel panels; 2mm thick (min); general background AG141 walls and attached columns 0.5-1.0m2 panel m2 *** *** *** Anodised aluminium; including anchorage, structural supporting frame; silicon joint; and all other necessary accessories; as Drawing nr LCC300/31/A15/186 AG151.1 walls and attached columns; 4000 x 1140mm m2 *** *** *** AG151.2 walls and attached columns; 4000 x 1300mm m2 *** *** *** AG151.3 walls and attached columns; 4100 x 1140mm m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/36 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding (Cont'd) Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting of 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 AG161.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** *** AG161.2 walls and attached columns; not exceeding 1.0m2; circular m2 *** *** *** AG161.3 walls and attached columns; 1.0-1.5m2 m2 *** *** *** AG161.4 walls and attached columns; 1.0-1.5m2; circular m2 *** *** *** AG161.5 walls and attached columns; 1.5-2.0m2 m2 *** *** *** AG161.6 walls and attached columns; 2.5-3.0m2 m2 *** *** *** Proprietary aluminium sheets; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/611-617 AG173 ceilings including sides and soffits of attached beams; 8.0 to 9.5m high m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/37 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal access panel doors AH100.1 Access hatch cover; galvanised iron; approximate 900 x 900mm; including base frame; latch; tongue and associated ironmongery; as Drawing nr LCC300/31/A24/403 nr *** *** *** AH100.2 Access hatch cover; galvanised iron; approximate 1200x 1200mm; including base frame; latch; tongue and associated ironmongery; as Drawing nr LCC300/31/A24/511 nr *** *** *** Metal fire hose reel cabinets Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; all associated ironmongery AH200.1 size 1190 x 860 x 150mm thick; as Drawing nr LCC300/31/A24/301 and 302 nr *** *** *** AH200.2 type T9C1; size 1190 x 1010 x 150mm thick; as Drawing nr LCC300/31/A60/342 nr *** *** *** AH200.3 type T9C2; size 1190 x 600 x 150mm thick; as Drawing nr LCC300/31/A60/342 nr *** *** *** Metalwork to kiosks and booths AH300 Platform Supervisor Booth; overall size 2400 x 7200 x 3150mm high; complete including but not limited to all necessary framing, glazing, grating, door, window, ceiling system, finishes stretcher cabinet and all other fittings and accessories (flooring system and cabinet measured separately); as Drawing nr LCC300/31/A60/310, 311, 314, 374 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/38 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metalwork to counters AH400.1 Counter to ticket office; stainless steel; approximate size 9600 x 425 x 2400mm high; consisting of 6 sub-counters; including but not limited to 2 hr fire rated non-combustible framing; laminated plastic internal lining and all metal work (VE panel and glazing measured separately); as Drawing nr LCC300/31/A16/330, 331 nr *** *** *** AH400.2 Counter to fare adjustment office; stainless steel; L-shape; approximate size 5180 x 3100mm long x 2400mm high; including but not limited to 2 hr fire rated non-combustible framing; laminated plastic internal lining and all metal work (VE panel and glazing measured separately); as Drawing nr LCC300/31/A16/255 nr *** *** *** Metal raised access floors AH500.1 600 x 600mm wide cementitious core fully encapsulated panels including carpet tile; pedestal assembly; as Appendix AA to Particular Specification, section K41 and Drawing nr LCC300/31/A30/020 m2 *** *** *** AH500.2 600 x 600mm wide cementitious core fully encapsulated panels including vinyl floor tile; pedestal assembly; as Appendix AA to Particular Specification, section K41 and Drawing nr LCC300/31/A30/020 m2 *** *** *** Metal barriers AH610 Stainless steel parapet to platform edge m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/39 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal barriers (Cont'd) AH620.1 Access gates; type T5D; removable; stainless steel; size 1100 x 1500mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.2 Access gate; type T5I; stainless steel; size 1100 x 1100mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.3 Access gates; type T5L; stainless steel; with glass infill panel; size 2200 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.4 Removable railing; type T5F; stainless steel; approximate typical base size 1100 x 1100mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.5 Removable railing; type T5G; stainless steel; approximate typical bay size 1100 x 1500mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/40 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Balustrades Glass balustrade; type T5A; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 130 AH710.1 typical bay size 1800 x 1100mm high above finished floor level; including 12mm thick glass panes; stainless steel frames, stanchions, concealed base plates and all other necessary accessories m *** *** *** Glass balustrade; type TSB; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 130 AH710.2 typical bay size 1800 x 1500mm high above finish floor level; including 12mm thick glass; stainless steel frame, stanchions, concealed base plates and all other necessary accessories m *** *** *** Glass balustrade; type T5C; at escalator or public stair void; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 122 & 130 AH710.3 typical bay size 1800 x 1100mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames, stanchions and 450mm high skirting plate; and all other fixing accessories m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/41 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Balustrades (Cont'd) Glass balustrade; type T5C; at public stair; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification section, L30 and Drawing nr LCC300/31/A15/254-256, A60/120, 122,130 AH710.4 typical bay size 1800 x 1100mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames, stanchions and 450mm high skirting plate; and all other fixing accessories m *** *** *** Mesh balustrade; 1100mm high; including railing; mesh; stanchion and all necessary accessories AH790 as Drawing nr LCC300/31/A15/201-219 except 215 m *** *** *** Ancillaries AH810.1 Metal seat; type T6A; stainless steel; fixed through cladding wall; pivot mechanism to specialist contractor design; consist of 2 nos. pressed profiled stainless steel seats; support and fixing for connection to walling; size 1150 (min) x 270mm per module; as drawing nr LCC300/31/A60/303 nr *** *** *** AH810.2 Metal seat; type T6B; stainless steel; fixed through cladding wall; pivot mechanism to specialist contractor design; consist of 2 nos. pressed profiled stainless steel seats; support and fixing for connection to walling; size 1150 (min) x 270mm per module; as drawing nr LCC300/31/A60/303 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/42 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries (Cont'd) AH810.3 Metal seat; type T6C; stainless steel; fixed through cladding wall; pivot mechanism to specialist contractor design; consist of 2 nos. pressed profiled stainless steel seats; support and fixing for connection to walling; size 1150 (min) x 270mm per module; as drawing nr LCC300/31/A60/303 nr *** *** *** AH810.4 Metal seat; type T6D; stainless steel; fixed through cladding wall; pivot mechanism to specialist contractor design; consist of 2 nos. pressed profiled stainless steel seats; support and fixing for connection to walling; size 1150 (min) x 270mm per module; as drawing nr LCC300/31/A60/303 nr *** *** *** AH810.5 Metal seats; type T6E; free stand; stainless steel; pivot mechanism; bolted to structural floor; as specialist contractor design; consist of 2 nos. pressed profiled perforated stainless steel seats; stainless steel support; size 1150(min) x 320 x 500mm high above finished floor level per module; as Drawing nr LCC300/31/A60/304 nr *** *** *** AH810.6 Metal seats with back; free stand; type T6F; stainless steel; pivot mechanism; bolted to structural floor; as specialist contractor design; consist of 2 nos. pressed profiled perforated stainless steel seats; stainless steel support; size 1150(min) x 500 x 1200mm high above finished floor level per module; as Drawing nr LCC300/31/A60/304 nr *** *** *** AH810.7 Metal seats; double bench; type T6G; free stand; stainless steel; pivot mechanism; bolted to structural floor; as specialist contractor design; consist of 8 nos. pressed profiled perforated stainless steel seats; stainless steel support; size 2500 x 640 x 500mm high above finished floor level per module; as Drawing nr LCC300/31/A60/312 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/43 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries (Cont'd) AH810.8 Metal seats; double bench; free stand; type T6H; stainless steel; pivot mechanism; bolted to structural floor; as specialist contractor design; consist of 4 nos. pressed profiled perforated stainless steel seats; stainless steel support; size 1150(min) x 640 x 500mm high above finished floor level per module; as Drawing nr LCC300/31/A60/312 nr *** *** *** Bins; circular at ends; including support and fixing accessories; as Drawing nr LCC300/31/A60/305 AH820.1 bins; type T10A; stainless steel; wall mounted through cladding; circular at ends; size 300 x 600 x 860mm high nr *** *** *** AH820.2 double bins; type T10B; stainless steel; floor mounted; overall size 650 x 600 x 1010mm high nr *** *** *** AH820.3 bins; type T10C; stainless steel; floor mounted; with removable top; overall size 300 x 600 x 1010mm high nr *** *** *** AH820.4 ash bin; type T10D; stainless steel; wall mounted through cladding; size 150 x 300 x 260mm high nr *** *** *** AH820.5 ash bin; type T10E; stainless steel; floor mounted; size 150 x 300 x 1010mm high nr *** *** *** AH820.6 bins; type T10F; column mounted through cladding; stainless steel; no. 4 finish to BS 1449 part 2; grain direction to be vertical nr *** *** *** AH840 Trolley guard rails and foot rest protection bar; 50mm stainless steel CHS with semi-sphere ends; floor mounted including fixing accessories and cement sand grouting at 1200mm centre to centre; as Drawing nr LCC300/31/A15/190, A60/503 m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/44 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries (Cont'd) AH890.1 T9A platform equipment modules; floor mounted; in stainless steel frame; overall size 1200 x 650 x 2400mm high; on 150mm thick concrete plinth (measured separately); as Drawing nr LCC300/31/A60/301-302 nr *** *** *** AH890.2 T9B platform equipment modules; floor mounted; in stainless steel frame; overall size 1200 x 600 x 1010mm high; on 150mm thick concrete plinth (measured separately); as Drawing nr LCC300/31/A24/303, /A60/301-302 nr *** *** *** AH890.3 Stainless steel step with anti-slip strip; size 1210 x 240mm nr *** *** *** AH890.4 Stainless steel sign box; approximate size 300 x 600mm high; as Drawing nr LCC300/31/A60/511, 514 m *** *** *** Compressed polycarbonate casing with self clipping device; as Drawing nr LCC300/31/A04/516 AH890.5 approximate size 200 x 300mm high m *** *** *** AH890.6 approximate size 200 x 600mm high m *** *** *** AH890.7 Stainless steel fins; stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall; as Appendix AA to Particular Specification, section H75 and Drawing nr LCC300/31/A24/901 m *** *** *** AH890.8 Curtain track; type T2B; 950mm long; single rail; straight run; including fixing accessories nr *** *** *** Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; as Drawing nr LCC300/31/A24/305 AH890.9 size 900 x 600mm high nr *** *** *** AH890.10 size 1300 x 600mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/45 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries (Cont'd) AH890.11 Emergency help point; T9G; based on the design intent; to approval of the Engineer; including but not limited to stainless steel framing, metal cladding and signage (electrical services measured separately); as drawing nr LCC300/31/A60/306, 307 nr *** *** *** AH890.12 Standalone emergency stop plunger housing; T9H; including metal casing and signage (electrical services measured separately); to the approval of the Engineer; based on the design intent shown on Drawing nr LCC300/31/A60/308 nr *** *** *** AH890.13 Shelf; type S4W; hairline finish stainless steel; overall size 1200 x 600 x 2100mm high; as Drawing nr LCC300/31/A60/375 nr *** *** *** SIGNS AND ADVERTISING PANELS Signs Illuminated; as Drawing nr LCC300/31/A70/001 AI110 exit signs nr *** *** *** Non-illuminated; vinyl graphics; as Drawing nr LCC300/31/A70/001 AI120.1 warning signs nr *** *** *** AI120.2 fire services lift signs nr *** *** *** AI120.3 lift no smoking signs nr *** *** *** AI120.4 lift number signs nr *** *** *** AI120.5 fireman's lift serving floors signs nr *** *** *** AI120.6 escape door signs nr *** *** *** AI120.7 fire services signs nr *** *** *** AI120.8 hose reel signs nr *** *** *** AI120.9 fireman's lift light box signs nr *** *** *** AI120.10 disabled wc signs nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/46 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SIGNS AND ADVERTISING PANELS Signs (Cont'd) Non-illuminated; vinyl graphics; as Drawing nr LCC300/31/A70/001 (Cont'd) AI120.11 disabled lift signs nr *** *** *** AI120.12 disabled toilets emergency call signs nr *** *** *** AI120.13 accessible entrance to the building signs nr *** *** *** AI120.14 emergency alarm push button signs nr *** *** *** AI120.15 braille on lift jamb signs nr *** *** *** All20.16 danger-electricity unauthorised entry prohibited signs nr *** *** *** AI120.17 sprinklers/street hydrant tank and pump room signs nr *** *** *** AI120.18 pre-action sprinkler control room signs nr *** *** *** AI120.19 FM200 signs nr *** *** *** AI120.20 Site orientation plan signs nr *** *** *** AI120.21 fire control panel room signs nr *** *** *** AI120.22 fire alarm signs nr *** *** *** Individual symbols and graphics AI420 Stainless steel; 300mm diameter x 15mm thick staircase directional sign; recessed into floor tile and epoxy glue bedded; as Drawing nr LCC300/31/A15/081 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/47 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ110.2 15 mm thick; to wall of hose reel cabinet m2 *** *** *** AJ110.3 25mm thick; to receive vitrified ceramic tiling m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** AJ122.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.3 10 mm thick; to receive emulsion paint m2 *** *** *** AJ122.4 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162.1 2 hours fired rated boards; 10 mm thick; fixed to metal sections m2 *** *** *** Wall linings; smoke barriers; as Drawing nr LCC300/31/A04/516 AJ162.2 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural steel members m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/48 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Wall linings; smoke barriers; as Drawing nr nr. LCC300/31/A25/101 AJ162.3 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits; inclusive of G.M.S. supporting members with 2 hours fire rated period m2 *** *** *** Wall linings; smoke barriers; as Drawing nr. LCC300/31/A25/101; suspended 3.5-5m above ground AJ162.4 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits; inclusive of G.M.S. supporting members with 2 hours fire rated period m2 *** *** *** Wall linings; downstand AJ162.5 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits m2 *** *** *** Wall linings; downstand; suspended 3.5-5.0m above ground AJ162.6 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/49 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** *** Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 60 mm thick; to receive granolithic screed with anti-dust sealer m2 *** *** *** AJ232.2 with steel fabric reinforcement; 60 mm thick; to receive granolithic screed with epoxy floor coating m2 *** *** *** AJ232.3 with steel fabric reinforcement; 70 mm thick; to receive granite stone tiling m2 *** *** *** AJ232.4 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.5 with steel fabric reinforcement; 90 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.6 with steel fabric reinforcement; 100 mm thick; to receive vinyl floor m2 *** *** *** AJ232.7 with steel fabric reinforcement; 100 mm thick; to receive carpet tiling m2 *** *** *** AJ232.8 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.9 with steel fabric reinforcement; 110 mm thick; to receive granolithic screed with anti-dust sealer m2 *** *** *** AJ232.10 with steel fabric reinforcement; 120 mm thick; to receive terrazzo tiling m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/50 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors (Cont'd) Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 (Cont'd) AJ232.11 with steel fabric reinforcement; 140 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.12 with steel fabric reinforcement; 150 mm thick; to receive vinyl floor m2 *** *** *** AJ232.13 with steel fabric reinforcement; 150 mm thick; to receive carpet tiling m2 *** *** *** AJ232.14 with steel fabric reinforcement; 150 mm thick; to receive anti-dust sealer m2 *** *** *** Cement and sand (1:3) screed; waterproofed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ239 50mm thick; to receive homogeneous ceramic tiling m2 *** *** *** Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ240.1 40 mm thick; to receive anti-dust sealer m2 *** *** *** AJ240.2 40 mm thick; to receive epoxy floor coating m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/51 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams (Cont'd) Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 5.0 to 6.5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.3 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.4 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Stairs and steps Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ632 with steel fabric reinforcement; 120 mm thick; to receive granite stone tiling m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/52 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Stairs and steps (Cont'd) Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ710.1 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** AJ710.2 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.3 20 mm thick; to receive 150 mm high terrazzo tile skirting m *** *** *** AJ710.4 20 mm thick; to receive 150 mm high granite stone tile skirting m *** *** *** AJ710.5 15mm thick; to receive 150 mm high aluminium section m *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ710.6 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.7 20 mm thick; to receive 150 mm high granite stone tile skirting m *** *** *** AJ710.8 15mm thick; to receive 150 mm high aluminium section m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/53 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like (Cont'd) Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 (Cont'd) AJ740.2 25mm thick; 150 mm high skirting; with stair gutter 150 mm wide and 5 mm deep m *** *** *** AJ740.3 40mm thick; 60 mm high kerb with stair gutter 150 mm wide and 5 mm deep m *** *** *** AJ740.4 20 mm thick stair cheek m2 *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.5 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** TILING Walls and columns Vitrified ceramic tiles; with mildew resistant grouting AJ130.1 size 100 x 100 x 12mm thick m2 *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.2 size 147 x 147 x 7 mm thick; matt finish m2 *** *** *** AK130.3 size 297 x 297 x 9 mm thick; matt finish m2 *** *** *** Ceramic external corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.4 size 50 x 50 x 7 mm thick; matt finish m *** *** *** AK130.5 size 50 x 50 x 9 mm thick; matt finish m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/54 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- TILING Walls and columns (Cont'd) Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.6 size 50 x 50 x 7 mm thick; matt finish m *** *** *** AK130.7 size 50 x 50 x 9 mm thick; matt finish m *** *** *** Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** *** Vitrified ceramic tiles; with mildew resistant grouting AK230.1 size 100 x 100 x 12mm thick m2 *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK230.2 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** *** Granite stone tiles; as Appendix AA to Particular Specification, section M40 AK290 size 598 x 598 x 30 mm thick; flamed finish m2 *** *** *** Floors; tactile warning strip Homogeneous ceramic tactile tiles; type 1; with special textured surface; as Drawing nr LCC300/31/A30/010, 011 AK230.3 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** Homogeneous ceramic tactile tiles, type 2; with special textured surface; as Drawing nr LCC300/31/A30/010, 011 AK230.4 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/55 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- TILING F1oors; tactile warning strip (Cont'd) Homogeneous ceramic tactile tiles; type 3; with special textured surface; as Drawing nr LCC300/31/A30/010, 011 AK230.5 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** Stairs and steps Granite stone tiles; as Appendix AA to Particular Specification, section M40 AK490 size 598 x 598 x 30 mm thick; flamed finish m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices and the like Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK510.1 coved; 25 mm thick; 150mm high skirting; matt finish m *** *** *** AK510.2 coved; 25 mm thick; 150mm high skirting; matt finish; to form external angle nr *** *** *** AK510.3 coved; 25 mm thick; 150mm high skirting; matt finish; to form internal angle nr *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** *** AK530.2 coved; 9mm thick; 150 mm high skirting; to form external angle nr *** *** *** AK530.3 coved; 9mm thick; 150 mm high skirting; to form internal angle nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/56 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- TILING Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices and the like (Cont'd) Pre-formed granite tiles; "L" shaped; factory bonded; as Appendix AA to Particular Specification, section M40 AK590.1 coved; 25 mm thick; 150mm high skirting; polished finish m *** *** *** Pre-formed granite stone tiles; "L" shaped; factory bonded; to circular surfaces; as Appendix AA to Particular Specification, section M40 AK590.2 coved; 25 mm thick; 150mm high skirting; polished finish m *** *** *** Aluminium section; extruded with black anodised finish; as Architectural Specification section 69.2 and Drawing nr LCC300/31/A30/016 AK590.3 15mm thick; 150 mm high skirting m *** *** *** Aluminium section; extruded with black anodised finish; as Architectural Specification section 69.2 and Drawing nr LCC300/31/A30/016; to circular surfaces AK590.4 15mm thick; 150 mm high skirting m *** *** *** Sundries Proprietary carborondom slip resistant nosing AK810 50mm wide; mechanically fixed to treads; fixing allow future installation of replacement nosings; as Drawing nr LCC300/31/A15/270-272 m *** *** *** Stainless steel nosing piece to granite stone tiles AK890 60mm wide; as Drawing nr LCC300/31/A15/262 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/57 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- FLEXIBLE SHEETING AND TILING Floors Sheeting and rolls; as Appendix AA to Particular Specification, section M50 AL111 3 mm thick vinyl m2 *** *** *** 600 x 600 mm tiling; as Appendix AA to Particular Specification, section M50 AL123 3 mm thick carpet; on 1.5kg/m2 Dunlop foam underlay m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings and the like Coved resilient sheeting; as Appendix AA to Particular Specification, section M50 AL391.1 3 mm thick vinyl; 150 mm high skirting m *** *** *** Coved resilient sheeting; as Appendix AA to Particular Specification, section M50; to circular surfaces AL391.2 3mm thick vinyl; 150mm high skirting m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/58 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Lay-in mineral fibre tile; type 12; with rectangular edge; moisture resistant; 600 x 600mm wide; with scrubbable vinyl plastic paint finish; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500-2000 mm AM130.1 25 mm thick m2 *** *** *** Depth of suspension: 2000-2500 mm AM130.2 25 mm thick m2 *** *** *** Depth of suspension: 4000-4500 mm AM130.3 25 mm thick m2 *** *** *** Depth of suspension: 6500-7000 mm AM130.4 25 mm thick m2 *** *** *** Acoustic mineral fibre tile: type 11; with rectangular edge; 600 x 600mm wide; with matt finish with surface pores of random pattern to the approval of the Engineer; exposed aluminium 24mm tee grid system with powder coated finish to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1000-1500 mm AM130.5 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 1500-2000 mm AM130.6 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 2000-2500 mm AM130.7 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 4000-4500 mm AM130.8 25 mm thick; 1 hour fire rating m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/59 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Perforated G.M.S. metal panel; type 1; 2200 x 595mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension : 1000 - 1500mm AM330.1 1.2mm thick m2 *** *** *** Depth of suspension : 1500 - 2500mm AM330.2 1.2mm thick m2 *** *** *** Perforated G.M.S. metal panel; type 1; 2200 x 595mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; 10mm G.M.S. rod hangers; suspended 3.5m - 5m above ground; as Appendix AA to Particular Specification, section K40 Depth of suspension : not exceeding 1000mm AM330.3 1.2mm thick m2 *** *** *** Depth of suspension : 2500 - 3000mm AM330.4 1.2mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/60 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Perforated G.M.S. metal panel; type 8; 595 x 595mm wide; require 25% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension : 1500 - 2000mm AM330.5 1.2mm thick m2 *** *** *** Depth of suspension : 4000 - 4500mm AM330.6 1.2mm thick m2 *** *** *** Un-perforated aluminium metal panel; type 3; 600 x 1500mm wide; with PVF2 finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; suspension system to be tied back to primary structural elements; to reinforced concrete structural soffit; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 and Drawing nr LCC300/31/A21/301 Depth of suspension: 3000 - 3500mm AM330.7 3mm thick; curved m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/61 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Un-perforated aluminium metal panel; type 4; 1490 x 600mm wide; with PVF2 finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 Sloping; depth of suspension: minimum 995mm and maximum 3610mm AM330.8 3mm thick m2 *** *** *** Sloping; depth of suspension: minimum 655mm and maximum 3060mm AM330.9 3mm thick m2 *** *** *** Un-perforated aluminium metal panel; type 4; 1490 x 600mm wide; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; suspended on stainless steel cladding under escalator; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 Sloping structural soffit; depth of suspension: minimum 650mm and maximum 1810mm AM330.10 3mm thick m2 *** *** *** Sloping structural soffit; depth of suspension: minimum 150mm and maximum 1310mm AM330.11 3mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/62 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Un-perforated aluminium metal panel; type 4; 1490 x 600mm wide; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; 10mm stainless steel rod hangers; suspended 3.5m - 5m above ground; as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000mm AM330.12 3mm thick m2 *** *** *** Depth of suspension: maximum 610mm AM330.13 3mm thick; curved m2 *** *** *** Stainless steel frame mesh panel; type 2; 1300 x 1000mm wide; with PVF2 finish; proprietary fixing grid system or similar to be approved by the Engineer; all of external grade with typhoon lock; all fittings to be external grade and self draining; suspension system to be tied back to primary structural element; to reinforced concrete structural soffit; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 3000 - 3500mm AM530.1 1.2mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/63 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Stainless steel frame mesh panel; type 2A; 1300 x 1000mm wide; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; to reinforced concrete structural soffit; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1000-1500mm AM530.2 1.2mm thick m2 *** *** *** Depth of suspension: 3500 - 4000mm AM530.3 1.2mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/64 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Double layer suspended ceiling; type 14; durasteel metal ceiling as top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; acoustic mineral fibre tile as bottom layer; with rectangular edge; 600 x 600 mm wide; with matt finish with surface pores of random pattern to the approval of Engineer; exposed aluminium 24 mm tee grid system with powder coated finish; suspended on frame of durasteel metal ceiling; threaded hangers rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000mm AM930.1 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** Depth of suspension: 1000 - 1500mm AM930.2 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** Depth of suspension: 1500 - 2000mm AM930.3 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** Depth of suspension: 4000 - 4500mm AM930.4 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 Addendum No. 1 LSF1.1/65 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES AN100 Paper hand towel dispensers; T7J; stainless steel; fixed to concrete block wall nr *** *** *** AN300 Electric hand dryers; T7H fixed to concrete block wall nr *** *** *** AN400.1 Toilet roll holders; stainless steel; fixed to concrete block wall nr *** *** *** AN400.2 Toilet roll holders; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN600.1 Soap dispensers; stainless steel surface; fixed to concrete block wall nr *** *** *** AN600.2 Soap dispensers; stainless steel surface; counter top mounted nr *** *** *** AN900.1 Soap dishes; semi-recessed; vitreous clay; fixed to concrete block wall nr *** *** *** AN900.2 Soap dishes; semi-recessed; vitreous clay; fixed to reinforced concrete wall nr *** *** *** AN900.3 Folding handrail; stainless steel; 32mm diameter; 2mm (min) thick; 700mm long; including base plate and all other necessary accessories; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.4 Grab rail; stainless steel; 32mm diameter; 2mm (min) thick; "L" in shape; 700mm long; including brackets at both ends; to reinforced concrete wall; as Drawing nr LCC300/31/A60/401 nr *** *** *** AN900.5 Grab rail; stainless steel; 32mm diameter; 2mm (min) thick; 600mm long; including 80mm diameter x 30mm thick stainless steel flange; to reinforced concrete wall; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.6 Waste bins; fixed to reinforced concrete wall nr *** *** *** AN900.7 Waste bins; fixed to concrete block wall nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/66 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES AN900.8 Stainless steel hook; fixed to concrete block wall; as Drawing nr LCC300/A31/A40/901 nr *** *** *** AN900.9 Urinal divider; vitreous clay; type U4L1 nr *** *** *** Seating; proprietary bench; wall mounted; type T6R; 19mm thick plastic laminated plywood with rubber protected rounded edge; 20 x 20mm hollow section stainless including hangers and shoe rack; as Drawing nr LCC300/31/A60/435 AN900.10 bench size 800 x 300 x 450mm high nr *** *** *** AN900.11 bench size 1500 x 300 x 450mm high nr *** *** *** Seating proprietary bench; angle supported; type T6M; as Drawing nr LCC300/31/A60/433 AN900.12 bench size 500 x 300 x 450 mm high nr *** *** *** AN900.13 bench size 600 x 300 x 450 mm high nr *** CURTAIN WALLING Vision areas Framing; to curtain walling at ground floor lobby; PVF2 coated aluminium; steel subframe; grey/silver colour; 3mm (minimum) thick film; including neoprene gasket movement joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A40/401-403 AP110.1 size of typical bay 200 x 380mm high m2 *** *** *** AP110.2 size of typical bay 200 x 1055mm high m2 *** *** *** AP110.3 size of typical bay 200 x 1205mm high m2 *** *** *** AP110.4 size of typical bay 950 x 380mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/67 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Framing; to curtain walling at ground floor lobby; PVF2 coated aluminium; steel subframe; grey/silver colour; 3mm (minimum) thick film; including neoprene gasket movement joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A40/401-403 (Cont'd) AP110.5 size of typical bay 950 x 1055mm high m2 *** *** *** AP110.6 size of typical bay 950 x 1205mm high m2 *** *** *** AP110.7 size of typical bay 2550 x 1200mm high m2 *** *** *** AP110.8 size of typical bay 3510 x 380mm high m2 *** *** *** AP110.9 size of typical bay 3510 x 1055mm high m2 *** *** *** AP110.10 size of typical bay 3510 x 1200mm high m2 *** *** *** AP110.11 size of typical bay 3510 x 1205mm high m2 *** *** *** AP110.12 size of typical bay 3710 x 380mm high m2 *** *** *** AP110.13 size of typical bay 3710 x 1055mm high m2 *** *** *** AP110.14 size of typical bay 3710 x 1200mm high m2 *** *** *** AP110.15 size of typical bay 3710 x 1205mm high m2 *** *** *** AP110.16 size of typical bay 4010 x 380mm high m2 *** *** *** AP110.17 size of typical bay 4010 x 1055mm high m2 *** *** *** AP110.18 size of typical bay 4010 x 1200mm high m2 *** *** *** AP110.19 size of typical bay 4010 x 1205mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/68 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Proprietary tempered glass; 6mm (minimum) thick; including structural sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A40/401-403 AP120.1 fixed to aluminium framing; size of typical bay 200 x 380mm high m2 *** *** *** AP120.2 fixed to aluminium framing; size of typical bay 200 x 1055mm high m2 *** *** *** AP120.3 fixed to aluminium framing; size of typical bay 200 x 1205mm high m2 *** *** *** AP120.4 fixed to aluminium framing; size of typical bay 950 x 380mm high m2 *** *** *** AP120.5 fixed to aluminium framing; size of typical bay 950 x 1055mm high m2 *** *** *** AP120.6 fixed to aluminium framing; size of typical bay 950 x 1205mm high m2 *** *** *** AP120.7 fixed to aluminium framing; size of typical bay 2550 x 1200mm high m2 *** *** *** AP120.8 fixed to aluminium framing; size of typical bay 3510 x 380mm high m2 *** *** *** AP120.9 fixed to aluminium framing; size of typical bay 3510 x 1055mm high m2 *** *** *** AP120.10 fixed to aluminium framing; size of typical bay 3510 x 1200mm high m2 *** *** *** AP120.11 fixed to aluminium framing; size of typical bay 3510 x 1205mm high m2 *** *** *** AP120.12 fixed to aluminium framing; size of typical bay 3710 x 380mm high m2 *** *** *** AP120.13 fixed to aluminium framing; size of typical bay 3710 x 1055mm high m2 *** *** *** AP120.14 fixed to aluminium framing; size of typical bay 3710 x 1200mm high m2 *** *** *** AP120.15 fixed to aluminium framing; size of typical bay 3710 x 1205mm high m2 *** *** *** AP120.16 fixed to aluminium framing; size of typical bay 4010 x 380mm high m2 *** *** *** AP120.17 fixed to aluminium framing; size of typical bay 4010 x 1055mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/69 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Proprietary tempered glass; 6mm (minimum) thick; including structural sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A40/401-403 (Cont'd) AP120.18 fixed to aluminium framing; size of typical bay 4010 x 1200mm high m2 *** *** *** AP120.19 fixed to aluminium framing; size of typical bay 4010 x 1205mm high m2 *** *** *** GLASS WALLING AND SPECIALIST GLAZING Framed glass screen; to glazed lift Framing; anodised aluminium transom frame; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A15/186-187 AQ410.1 size of typical bay 1500 x 1200mm high m2 *** *** *** AQ410.2 size of typical bay 4000 x 600mm high m2 *** *** *** AQ410.3 size of typical bay 4000 x 910mm high m2 *** *** *** AQ410.4 size of typical bay 4000 x 1100mm high m2 *** *** *** AQ410.5 size of typical bay 4000 x 1200mm high m2 *** *** *** AQ410.6 size of typical bay 4100 x 600mm high m2 *** *** *** AQ410.7 size of typical bay 4100 x 910mm high m2 *** *** *** AQ410.8 size of typical bay 4100 x 1100mm high m2 *** *** *** AQ410.9 size of typical bay 4100 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/70 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screen; to glazed lift (Cont'd ) Structural silicon bonded clear tempered glass; with fritted strip; 15mm thick; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A15/186-187 AQ420.1 size of typical bay 1500 x 1200mm high m2 *** *** *** AQ420.2 size of typical bay 4000 x 600mm high m2 *** *** *** AQ420.3 size of typical bay 4000 x 910mm high m2 *** *** *** AQ420.4 size of typical bay 4000 x 1100mm high m2 *** *** *** AQ420.5 size of typical bay 4000 x 1200mm high m2 *** *** *** AQ420.6 size of typical bay 4100 x 600mm high m2 *** *** *** AQ420.7 size of typical bay 4100 x 910mm high m2 *** *** *** AQ420.8 size of typical bay 4100 x 1100mm high m2 *** *** *** AQ420.9 size of typical bay 4100 x 1200mm high m2 *** *** *** Framed glass screens Framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/421 AQ410.10 size of typical bay 400 x 1055mm high m2 *** *** *** AQ410.11 size of typical bay 400 x 1200mm high m2 *** *** *** AQ410.12 size of typical bay 600 x 1055mm high m2 *** *** *** AQ410.13 size of typical bay 600 x 1200mm high m2 *** *** *** AQ410.14 size of typical bay 650 x 1055mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/71 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/421 (Cont'd) AQ410.15 size of typical bay 650 x 1200mm high m2 *** *** *** AQ410.16 size of typical bay 700 x 1055mm high m2 *** *** *** AQ410.17 size of typical bay 700 x 1200mm high m2 *** *** *** AQ410.18 size of typical bay 2400 x 1055mm high m2 *** *** *** AQ410.19 size of typical bay 2400 x 1200mm high m2 *** *** *** AQ410.20 size of typical bay 2550 x 1200mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; with 10mm silicon sealant between joints; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/420 AQ410.21 size of typical bay 2450 x 1440mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; with 10mm silicon sealant between joints; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/425 AQ410.22 size of typical bay 1200 x 1440mm high m2 *** *** *** AQ410.23 size of typical bay 1800 x 1440mm high; with 90 degrees turning angle m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/72 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Clear toughened laminated glass; 12mm thick; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.10 fixed to stainless steel framing; size of typical bay 600 x 1440mm high m2 *** *** *** AQ420.11 fixed to stainless steel framing; size of typical bay 1200 x 1440mm high m2 *** *** *** AQ420.12 fixed to stainless steel framing; size of typical bay 1200 x 1440mm high; with opening 400 x 285mm high m2 *** *** *** AQ420.13 fixed to stainless steel framing; size of typical bay 2450 x 1440mm high; with opening 400 x 285mm high m2 *** *** *** Clear toughened laminated glass; 12mm thick; with 10mm silicon sealant between joints; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/403 AQ420.14 size of typical bay 400 x 1055mm high m2 *** *** *** AQ420.15 size of typical bay 400 x 1200mm high m2 *** *** *** AQ420.16 size of typical bay 600 x 1055mm high m2 *** *** *** AQ420.17 size of typical bay 600 x 1200mm high m2 *** *** *** AQ420.18 size of typical bay 650 x 1055mm high m2 *** *** *** AQ420.19 size of typical bay 650 x 1200mm high m2 *** *** *** AQ420.20 size of typical bay 700 x 1055mm high m2 *** *** *** AQ420.21 size of typical bay 700 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/73 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Clear toughened laminated glass; 12mm thick; with 10mm silicon sealant between joints; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/403 (Cont'd) AQ420.22 size of typical bay 2400 x 1055mm high m2 *** *** *** AQ420.23 size of typical bay 2400 x 1200mm high m2 *** *** *** AQ420.24 size of typical bay 2550 x 1200mm high m2 *** *** *** Glass door AQ600 glass door; to ground floor lobby curtain wall; including associated ironmongery; as Drawing nr LCC300/31/A40/403 nr *** *** *** GENERAL GLAZING Glass Clear toughened laminated glass; 12mm thick; two hours fire rated AS135 area 1.3m2; glazing to stainless steel internal windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/74 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL GLAZING Mirrors AS500.1 Mirror; stainless steel; 6mm thick; 450 x 900mm high; vandal resistant; mounted to wall; including fixing bolt nr *** *** *** Glass mirror; 6mm thick; with 18mm thick backing board; (marine quality); stainless steel angle frame; including 18mm long countersunk stainless steel screw, sealant and sealing tape; as Drawing nr LCC300/31/A60/407 AS500.2 size 450 x 600mm high nr *** *** *** AS500.3 size 1400 x 900mm high nr *** *** *** AS500.4 size 1620 x 900mm high nr *** *** *** AS500.5 size 1735 x 900mm high nr *** *** *** AS500.6 size 2000 x 900mm high nr *** *** *** AS500.7 size 2260 x 900mm high nr *** *** *** AS500.8 size 2575 x 900mm high nr *** *** *** AS500.9 size 4140 x 900mm high nr *** *** *** AS500.10 size 4180 x 900mm high nr *** *** *** AS500.11 size 6500 x 900mm high; with 2 turning angles nr *** *** *** AS500.12 size 7740 x 900mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF1.1/75 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/76 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.1/77 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF Page No. LSF1.1/1 *** Page No. LSF1.1/2 *** Page No. LSF1.1/3 *** Page No. LSF1.1/4 *** Page No. LSF1.1/5 *** Page No. LSF1.1/6 *** Page No. LSF1.1/7 *** Page No. LSF1.1/8 *** Page No. LSF1.1/9 *** Page No. LSF1.1/10 *** Page No. LSF1.1/11 *** Page No. LSF1.1/12 *** Page No. LSF1.1/13 *** Page No. LSF1.1/14 *** Page No. LSF1.1/15 *** Page No. LSF1.1/16 *** Page No. LSF1.1/17 *** Page No. LSF1.1/18 *** Page No. LSF1.1/19 *** Page No. LSF1.1/20 *** Page No. LSF1.1/21 *** Page No. LSF1.1/22 *** Page No. LSF1.1/23 *** Page No. LSF1.1/24 *** Page No. LSF1.1/25 *** Page No. LSF1.1/26 *** Page No. LSF1.1/27 *** Page No. LSF1.1/28 *** Page No. LSF1.1/29 *** ------------------------------------------------------------------------------------------------------- Carried Forward *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF Bought Forward Page No. LSF1.1/30 *** Page No. LSF1.1/31 *** Page No. LSF1.1/32 *** Page No. LSF1.1/33 *** Page No. LSF1.1/34 *** Page No. LSF1.1/35 *** Page No. LSF1.1/36 *** Page No. LSF1.1/37 *** Page No. LSF1.1/38 *** Page No. LSF1.1/39 *** Page No. LSF1.1/40 *** Page No. LSF1.1/41 *** Page No. LSF1.1/42 *** Page No. LSF1.1/43 *** Page No. LSF1.1/44 *** Page No. LSF1.1/45 *** Page No. LSF1.1/46 *** Page No. LSF1.1/47 *** Page No. LSF1.1/48 *** Page No. LSF1.1/49 *** Page No. LSF1.1/50 *** Page No. LSF1.1/51 *** Page No. LSF1.1/52 *** Page No. LSF1.1/53 *** Page No. LSF1.1/54 *** Page No. LSF1.1/55 *** Page No. LSF1.1/56 *** Page No. LSF1.1/57 *** ------------------------------------------------------------------------------------------------------- Carried Forward *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.1/COL/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF Brought Forward Page No. LSF1.1/58 *** Page No. LSF1.1/59 *** Page No. LSF1.1/60 *** Page No. LSF1.1/61 *** Page No. LSF1.1/62 *** Page No. LSF1.1/63 *** Page No. LSF1.1/64 *** Page No. LSF1.1/65 *** Page No. LSF1.1/66 *** Page No. LSF1.1/67 *** Page No. LSF1.1/68 *** Page No. LSF1.1/69 *** Page No. LSF1.1/70 *** Page No. LSF1.1/71 *** Page No. LSF1.1/72 *** Page No. LSF1.1/73 *** Page No. LSF1.1/74 *** Page No. LSF1.1/75 *** Page No. LSF1.1/76 *** Page No. LSF1.1/77 *** ------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSF1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.1/COL/3 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B F592 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Vertical G342 width 0.1-0.2 m m *** *** *** PRECAST CONCRETE Slabs: concrete class 40/20 Area not exceeding 1m2; average thickness 140mm H511 mass not exceeding 250kg nr *** *** *** Lintels: concrete class 40/20 H809.1 Cross-sectional area 140 x 200mm depth; 73 kg per metre m *** *** *** H809.2 Cross-sectional area 140 x 200mm depth; 75 kg per metre m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 June 2002 LSF1.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 120 x 120 x 8mm thick rectangular hollow sections M311 straight on plan t *** *** *** Plates or flats; 250 x 150 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10mm M391.2 straight on plan t *** *** *** Cap plates; 120 x 120 x 3mm M391.3 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 ????0 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Stainless steel Miscellaneous framing; welded and bolted connection N161.1 angle section; 150 x 90 x 10mm m *** *** *** Hot dip galvanised mild steel Miscellaneous framing N161.2 angle section; 25 x 25 x 6mm m *** *** *** N161.3 angle section; 38 x 38 x 6mm m *** *** *** N169.1 tie rod; 10mm diameter; approximate 125mm long; flanged end nr *** *** *** N169.2 flat section; 12 x 6mm thick m *** *** *** N170 Plate flooring; chequer plate; 6mm thick with handle holes m2 *** *** *** BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification section F10 Thickness: 140mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm; 2 hours fire rating U511.2 vertical straight walls m2 *** *** *** U519 plinths m2 *** *** *** Surface features U578 fair facing m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300 mm wide m *** *** *** U583 movement joints; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 (Cont'd) Ancillaries (Cont'd) U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Epoxy resin paint; with two component epoxy based primer and multi-component epoxy top coat; as Architectural Specification section 67.7 Cement and sand screed with sealer V791.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Epoxy resin paint; with two component epoxy based primer and multi-component epoxy top coat; as Architectural Specification section 67.7 (Cont'd) Granolithic screed V791.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Epoxy paint; acid resisting: one undercoat and one finishing coat; as Appendix AA to Particular Specification, section M60 Concrete V733 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Plaster and render V743 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Brickwork and blockwork V763 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V793 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** Synthetic paint; one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular specification, section M60 Metal other than metal sections and pipework V911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Anti-dust sealer: one polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993.1 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** Liquid polymer sealer; in one coat; as Architectural Specification section 67.6 Plaster and render V943 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** V944 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Acrylic resin based paint; gloss finish; in two coats; as Architectural Specification section 67.6 Plaster and render with liquid polymer sealer V993.2 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** V994 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.3 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L1; fixed to stainless steel nr *** *** *** AD319.3 type L7; fixed to galvanised steel nr *** *** *** Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** AD339.2 type FB1; fixed to stainless steel nr *** *** *** Panic bolt AD339.3 type ED3; fixed to stainless steel nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to galvanised steel nr *** *** *** AD490.3 type CL1A; fixed to stainless steel nr *** *** *** AD490.4 type CL2A; fixed to stainless steel nr *** *** *** Handles with backplates; as Appendix AA to Particular Specification section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to stainless steel nr *** *** *** Push plates; as Appendix AA to Particular Specification, section P21 AD600 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.3 Type K1; 1190 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** AD700.5 Type K1; 1050 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** Gasket AD890.1 type AS1 nr *** *** *** AD890.2 type AS2 nr *** *** *** Threshold AD890.3 type T1; fixed to stainless steel nr *** *** *** Dust proof strike AD890.4 type ECS nr *** *** *** Co-ordinator AD890.5 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 08; door frame width 210mm (max.); head and jamb type A AE100.1 1650mm width x 2150mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE100.2 1050mm width x 2150mm high nr *** *** *** AE100.3 1350mm width x 2250mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE100.4 1650mm width x 2150mm high nr *** *** *** AE100.5 1950mm width x 2150mm high nr *** *** *** AE100.6 1950mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type A AE110 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.1 850mm width x 2150mm high nr *** *** *** AE120.2 1350mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE120.3 1650mm width x 2150mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frame; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE300.1 1350mm width x 2250mm high nr *** *** *** AE300.2 1950mm width x 2250mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE300.3 1650mm width x 2250mm high nr *** *** *** AE300.4 1950mm width x 2250mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 01; door frame width 210mm (max.); head and jamb type A AE300.5 1350mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm; head and jamb type F+G AE310.1 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01A; door frame width 210mm (max.); head and jamb type F+G AE310.2 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type F+G AE310.3 1210mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.1 750mm width x 2000mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frame; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.2 1050mm width x 2150mm high nr *** *** *** AE320.3 1350mm width x 2150mm high nr *** *** *** AE320.4 1350mm width x 2250mm high nr *** *** *** Galvanised steel with paint finish; door type 06; door frame width 210mm (max.); head and jamb type A AE320.5 1350mm width x 2150mm high nr *** *** *** AE320.6 1650mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE320.7 1350mm width x 2150mm high nr *** *** *** AE320.8 1650mm width x 2150mm high nr *** *** *** AE320.9 1650mm width x 2250mm high nr *** *** *** AE320.10 1950mm width x 2250mm high nr *** *** *** Fire rated doors and frames to CLP requirements; as Appendix AA to Particular Specification. section L20 Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type A AE910.1 2550mm width x 2975mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type A AE910.2 1350mm width x 2250mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SIGNS AND ADVERTISING PANELS Signs Non-illuminated; vinyl graphics; as Drawing nr. LCC300/31/A70/001 AI120.1 fire alarm signs nr *** *** *** AI120.2 lift machine room signs nr *** *** *** AI120.3 generator-no smoking signs nr *** *** *** AI120.4 fuel tank room-no smoking signs nr *** *** *** PLASTERING, RENDERING AND WAll LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive liquid polymer sealer with acrylic resin based paint m2 *** *** *** AJ110.2 15 mm thick; to receive acid resisting epoxy paint m2 *** *** *** AJ110.3 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ110.4 15 mm thick; to receive liquid polymer sealer with acrylic resin based paint m2 *** *** *** AJ110.5 15 mm thick; to receive acid resisting epoxy paint m2 *** *** *** AJ110.6 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to particular Specification, section 420; to circular surfaces AJ122.2 10 mm thick; to receive emulsion m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.2/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ121.1 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification section P35; to circular surfaces AJ121.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162 two hours fired board; 10 mm thick; fixed to metal sections m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ169.1 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ169.2 fixed to acoustic plaster m2 *** *** *** Floors Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 60 mm thick; to receive granolithic screed with anti-dust sealer m2 *** *** *** AJ232.2 with steel fabric reinforcement; 60 mm thick; to receive granolithic screed with epoxy floor coating m2 *** *** *** AJ232.3 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.2/14 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors (Cont'd) Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 (Cont'd) AJ232.4 with steel fabric reinforcement; 100 mm thick; to receive sealer with epoxy floor coating m2 *** *** *** AJ232.5 with steel fabric reinforcement; 110 mm thick; to receive granolithic screed with epoxy floor coating m2 *** *** *** AJ232.6 with steel fabric reinforcement; 150 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.7 with steel fabric reinforcement; 150 mm thick; to receive sealer with epoxy floor coating m2 *** *** *** Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ240.1 40 mm thick; to receive anti-dust sealer m2 *** *** *** Granolithic floor screed; with power ground finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ240.2 40 mm thick; to receive epoxy floor coating m2 *** *** *** Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.2/15 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high (Cont'd) Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.1 fixed to acoustic plaster m2 *** *** *** Ceilings including sides and soffits of attached beams; 5.0 to 6.5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.3 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** AJ321.4 15 mm thick; to receive liquid polymer sealer with acrylic resin based paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.5 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.2 fixed to acoustic plaster m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.6 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.2/16 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (Cont'd) Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.7 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.3 fixed to acoustic plaster m2 *** *** *** Ceilings including sides and soffits of attached beams; 8.0 to 9.5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.8 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.9 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.4 fixed to acoustic plaster m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.2/17 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- TILING Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** AJ740.2 coved at base; 25mm thick; 150 mm high skirting; to receive acid resisting epoxy coating m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.3 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** AJ740.4 coved at base; 25mm thick; 150 mm high skirting; to receive acid resisting epoxy coating m *** *** *** TILING Walls and columns Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.1 size 147 x 147 x 7 mm thick; matt finish m2 *** *** *** Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification section M40 AK130.2 size 50 x 50 x 7 mm thick; matt finish m *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK130.3 size 147 x 147 x 7 mm thick; matt finish m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSF1.2/18 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.2/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 section 7 -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.2/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF1.2 : Station Plant Rooms - ABWF Page No. LSF1.2/1 *** Page No. LSF1.2/2 *** Page No. LSF1.2/3 *** Page No. LSF1.2/4 *** Page No. LSF1.2/5 *** Page No. LSF1.2/6 *** Page No. LSF1.2/7 *** Page No. LSF1.2/8 *** Page No. LSF1.2/9 *** Page No. LSF1.2/10 *** Page No. LSF1.2/11 *** Page No. LSF1.2/12 *** Page No. LSF1.2/13 *** Page No. LSF1.2/14 *** Page No. LSF1.2/15 *** Page No. LSF1.2/16 *** Page No. LSF1.2/17 *** Page No. LSF1.2/18 *** Page No. LSF1.2/19 *** Page No. LSF1.2/20 *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns (L1) Wall linings AJ163.1 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Walls and columns (L2) Wall linings AJ163.2 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Walls and columns (L3) Wall linings AJ163.3 acoustic panels; comprising 0.5 mm thick G.I.perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (L1) Linings AJ399.1 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (L2) Linings AJ399.2 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (L3) Linings AJ399.3 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 8.0 to 9.5m high(L3) Linings AJ399.4 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Ceilings including sides and soffits of attached beams; 9.5 to 11.0m high(L3) Linings AJ399.5 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 section 7 -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F1 : Station Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSF1.3 : Station Acoustic Treatment - ABWF Page No. LSF1.3/1 *** Page No. LSF1.3/2 *** Page No. LSF1.3/3 *** Page No. LSF1.3/4 *** Page No. LSF1.3/5 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSF1.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF1.3/COL/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B F592 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G342 width 0.1-0.2 m m *** *** *** PRECAST CONCRETE Lintels; concrete class 40/20 H809 Cross-sectional area 140 x 200 mm depth; nominally 73 kg per metre m *** *** *** STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 120 x 80 x 5mm thick square hollow sections M311 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10 mm M391.2 straight on plan t *** *** *** Cap plates; 120 x 80 x 3 mm M391.3 straight on plan t *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; including safety hoops and return stringers N130 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** Handrails; comprising 50mm diameter; 2mm thick (min) handrails; 15mm diameter brackets at 900mm approximate centres; 50mm diameter x 4mm thick cover plate; including bolts, rivets and all necessary fixings & fixing devices N140 as Drawing nr LCC300/31/A15/242, /273 m *** *** *** Stainless steel Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10mm m *** *** *** N190 Urinal grating; type U4M1; 1200 x 300 x 15mm; with vertical support; as Drawing nr LCC300/31/A60/403 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 28 June 2002 Addendum No. 1 LSF2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0N/mm2 stretcher bond; in cement/lime mortar: flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 100mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm U511.2 vertical straight walls m2 *** *** *** U519 plinths m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300mm wide m *** *** *** U583 movement joints; fire rated filler; 140 mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coat; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Synthetic paint; with one Coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 (Cont'd) Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V995 isolated surface of width or girth not exceeding 500mm m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** WATERPROOFING Tanking Waterproofing membrane; one coat and minimum 1.5mm thick; as Appendix AA to Particular Specification, section J30 W231 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W233 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** PARTITIONS Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 AB300.1 2535 x 1500 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.2 3810 x 1500 x 2000mm high overall; with 4 compartments nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY One hour fire rated doors and frames; as Appendix AA to Particular Specification, Section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet AC110 2150 x 2150 x 44mm thick (Door type 01C) nr *** *** *** Fittings Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin; framing and all necessary ironmongery; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/402 AC740 overall size 2500 x 600 x 450mm high nr *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.3 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.4 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L1; fixed to stainless steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Lock cases (Cont'd) AD319.3 type L2; fixed to galvanised steel nr *** *** *** AD319.4 type L3; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.5 type L3; fixed to galvanised steel nr *** *** *** AD319.6 type L7; fixed to galvanised steel nr *** *** *** Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** AD339.2 type FB4; fixed to galvanised steel nr *** *** *** Panic bolt AD339.3 type ED2; fixed to galvanised steel nr *** *** *** AD339.4 type ED3; fixed to galvanised steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.3 type CL1A; fixed to galvanised steel nr *** *** *** AD490.4 type CL1A; fixed to stainless steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Handles with backplates; as Appendix AA to Particular Specification, section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to timber nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.3 type PH1; with 300 x 100 x 1.6mm backplates; fixed to stainless steel nr *** *** *** Push plates; as Appendix AA to Particular Specification, section P21 AD600 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.2 Type K1; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.3 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.4 Type K1; 1190 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.5 Type K1; 1190 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF2.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Wall bumper AD840.1 type ST2; fixed to timber door leaf and concrete wall nr *** *** *** AD840.2 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** Threshold AD890.1 type T1; fixed to galvanised steel nr *** *** *** Dust proof strike AD890.2 type ECS nr *** *** *** Co-ordinator AD890.3 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE100 1700mm width x 2150mm high nr *** *** *** Stainless steel door with 2 nos of louvres; to toilet duct room; including all necessary ironmongery; as Drawing nr LCC300/A60/409 AE110 750mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE120.1 950mm width x 2150mm high nr *** *** *** AE120.2 1050mm width x 2150mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE120.3 1050mm width x 2150mm high nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E+G AE310 1400mm width x 2150m high nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.1 1650mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.2 1700mm width x 2150mm high nr *** *** *** AE320.3 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.4 1350mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.5 750mm width x 2000mm high nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.6 750mm wide x 2600mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters Non-fire rated glazed panels shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF129.1 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 1800 x 2400mm high nr *** *** *** AF129.2 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 1850 x 2400mm high nr *** *** *** AF129.3 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 2100 x 2400mm high nr *** *** *** AF129.4 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 2750 x 2400mm high nr *** *** *** AF129.5 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 3000 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Non-fire rated glazed panels shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 (Cont'd) AF129.6 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 3200 x 2400mm nr *** *** *** AF129.7 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 3300 x 2400mm high nr *** *** *** AF129.8 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 3600 x 2400mm high nr *** *** *** AF129.9 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 3900 x 2400mm high nr *** *** *** AF129.10 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 4200 x 2400mm high nr *** *** *** AF129.11 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 4800 x 2400mm high nr *** *** *** AF129.12 polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 5700 x 2400mm high nr *** *** *** AF129.13 Polycarbonate with paint finish; recessed rail; standard hood (fixed inside room); approximate size 8200 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) One hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-806 AF131.1 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activate; approximate size 3900 x 2400mm high nr *** *** *** AF131.2 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activate; approximate size 2800 x 2400mm high nr *** *** *** AF131.3 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activate; approximate size 3300 x 2400mm high nr *** *** *** AF131.4 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activate; approximate size 3600 x 2400mm high nr *** *** *** AF141.5 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activate; approximate size 6000 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 AF141.1 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 2200 x 2400mm high nr *** *** *** AF141.2 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 2800 x 2400mm high nr *** *** *** AF141.3 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 3300 x 2400mm high nr *** *** *** AF141.4 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 3600 x 2400mm high nr *** *** *** AF141.5 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 3900 x 2400mm high nr *** *** *** AF141.6 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 4200 x 2400mm high nr *** *** *** AF141.7 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 6000 x 2400mm high nr *** *** *** AF141.8 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 8200 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-806, /A40/801-807 (Cont'd) AF141.9 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activate; approximate size 8400 x 2400mm high nr *** *** *** Louvres Internal louvre with insect mesh; weatherproofed; including framing, mastic sealants, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/458 AF309 PVF2 coated aluminium; overall size 450 x 450mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF2.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding Vitreous enamelled steel panels; 150mm (overall depth including fixings) thick; on anti-drumming backing board with vapour control layer; including all joints, cover plates (colour matched) sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 M63 and Drawing nr LCC300/31/A20/001-007, 010-013 AG112.1 isolated column; not exceeding 1.0m2 m2 *** *** *** AG112.2 isolated column; 1.0-1.5m2 m2 *** *** *** AG112.3 isolated column; 1.5-2.0m2 m2 *** *** *** AG112.4 isolated column; 2.5-3.0m2 m2 *** *** *** AG112.5 isolated column; 2000 x 1640mm m2 *** *** *** SPECIALIST ARCHITECTURAL METALWORK Metal fire hose reel cabinets AH200 Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; size 1190 x 860mm high x 150mm thick; all associated ironmongery; Drawing nr LCC300/31/A24/301 and 302 nr *** *** *** Balustrade Mesh balustrade; 1100mm high; including railing; mesh; stanchion and all necessary accessories AH790 as Drawing nr LCC300/31/A15/201-219 m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF2.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries AH890.1 Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; as Drawing nr LCC300/31/A24/305 nr *** *** *** AH890.2 Galvanised mild steel anti-burgary screen T15A; as Drawing LCC300/31/A04/512, A60/765 m2 *** *** *** SIGNS AND ADVERTISING PANELS Signs Illuminated; as Drawing nr. LCC300/31/A70/001 AI110 exit signs nr *** *** *** Non-illuminated; vinyl graphics; as Drawing nr. LCC300/31/A70/001 AI120.1 warning signs nr *** *** *** AI120.2 lift no smoking signs nr *** *** *** AI120.3 lift number signs nr *** *** *** AI120.4 fire services signs nr *** *** *** AI120.5 hose reel signs nr *** *** *** AI120.6 fireman's lift light box signs nr *** *** *** AI120.7 disabled wc signs nr *** *** *** AI120.8 disabled toilets emergency call signs nr *** *** *** AI120.9 braille on lift jamb signs nr *** *** *** AI120.10 station shop signs with stainless steel backing plate nr *** *** *** AI120.11 fire alarm signs nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Cement and sand (1:3) render; Appendix AA to Particular Specification, section M20; to circular surfaces AJ110.2 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122 10 mm thick; to receive emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162.1 two hours fired board; 10 mm thick; fixed to metal sections m2 *** *** *** Wall linings; intertenancy partitions AJ162.2 calcium silicate fire rated board; overall 90mm thick; 2 hours fire rated; fixed to concrete floor; inclusive of all necessary head, foot and interface restraint m2 *** *** *** Wall linings; hanger walls; as Drawing nr LCC300/31/A04/502 AJ162.3 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; 70mm G.M.S. channel on S.S. shims bolt fixed to underside of concrete slabs at 75mm c/c; inclusive of G.M.S. supporting members with 2 hours FRP m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.2 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.3 with steel fabric reinforcement; 120 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.4 with steel fabric reinforcement; 140 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.5 with steel fabric reinforcement; 150 mm thick; to receive anti-dust sealer m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Stairs and steps Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ710.1 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ710.2 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740 25mm thick; 150 mm high skirting; with stair gutter 150 mm wide and 5 mm deep m *** *** *** TILING Walls and columns Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.1 size 297 x 297 x 9mm thick; matt finish m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- TILING Walls and columns (Cont'd) Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK130.2 size 297 x 297 x 9mm thick; matt finish m2 *** *** *** Ceramic external corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.3 size 50 x 50 x 9mm thick; matt finish m *** *** *** Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.4 size 50 x 50 x 9mm thick; matt finish m *** *** *** Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30mm thick; matt finish m2 *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK230.1 size 297 x 297 x 12mm thick; anti-slip finish m2 *** *** *** Floor; tactile warning strip Homogeneous ceramic tactile tiles; type 1; with special textured surface; as Drawing nr LCC300/31/A30/010 & 011 AK230.2 size 298 x 298 x 12mm thick; textured finish m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- TILING Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices and the like Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK530.1 coved; 9mm thick; 150mm high skirting m *** *** *** AK530.2 coved; 9mm thick; 150mm high skirting; to form external angle nr *** *** *** AK530.3 coved; 9mm thick; 150mm high skirting; to form internal angle nr *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK530.4 coved; 9mm thick; 150mm high skirting m *** *** *** Sundries Proprietary carborondom slip resistant nosing AK810 50mm wide; mechanically fixed to treads; fixing allow future installation of replacement nosings; as drawing nr LCC300/31/A15/270-272 m *** *** *** CEILING SYSTEMS Lay-in mineral fibre tile; type 12; with rectangular edge; moisture resistant; 600 x 600 mm wide; with scrubbable vinyl plastic paint finish; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500 - 2000 mm AM130 25mm thick m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES AN100 Paper hand towel dispensers; T7J; stainless steel; fixed to concrete block wall nr *** *** *** AN300 Electric hand dryers; T7H; fixed to concrete block wall nr *** *** *** AN400.1 Toilet roll holders; stainless steel; fixed to concrete block wall nr *** *** *** AN400.2 Toilet roll holders; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN600.1 Soap dispensers; stainless steel surface; fixed to concrete block wall nr *** *** *** AN600.2 Soap dispensers; stainless steel surface; counter top mounted nr *** *** *** AN900.1 Folding handrail; stainless steel; 32mm diameter; 2mm (min) thick; 700mm long; including base plate and all other necessary accessories; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.2 Grab rail; stainless steel; 32mm diameter; 2mm (min) thick; 600mm long; including 80mm diameter x 30mm thick stainless steel flange; to reinforced concrete walls; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.3 Stainless steel hook; fixed to concrete block wall; as Drawing nr LCC300/31/A40/901 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/419 AQ410.1 size of typical bay 510 x 2450mm high m2 *** *** *** AQ410.2 size of typical bay 900 x 2450mm high m2 *** *** *** AQ410.3 size of typical bay 2400 x 2450mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/420 AQ410.4 size of typical bay 1870 x 2450mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/423 AQ410.5 size of typical bay 600 x 2450mm high m2 *** *** *** AQ410.6 size of typical bay 900 x 2450mm high m2 *** *** *** AQ410.7 size of typical bay 2400 x 2450mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/425 AQ410.8 size of typical bay 600 x 2450mm high m2 *** *** *** AQ410.9 size of typical bay 2400 x 2450mm high m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Clear toughened laminated glass; 12mm thick; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.1 fixed to stainless steel framing; size of typical bay 510 x 2450mm high m2 *** *** *** AQ420.2 fixed to stainless steel framing; size of typical bay 600 x 2450mm high m2 *** *** *** AQ420.3 fixed to stainless steel framing; size of typical bay 900 x 2450mm high m2 *** *** *** AQ420.4 fixed to stainless steel framing; size of typical bay 1870 x 2450mm high m2 *** *** *** AQ420.5 fixed to stainless steel framing; size of typical bay 2400 x 2450mm high m2 *** *** *** GENERAL GLAZING Mirrors AS500.1 Mirror; stainless steel; 6mm thick; 450 x 900mm high; vandal resistant; mounted to wall; including fixing bolt nr *** *** *** Glass mirror; 6mm thick with 18mm thick backing board; stainless steel angle frame; including 18mm long countersunk stainless steel screw, sealant and sealing tape; as Drawing nr LCC300/31/A60/407 AS500.2 size 2500 x 900mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F2 : Station Trading Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF2.1: Station Trading - ABWF Page No. LSF2.1/1 *** Page No. LSF2.1/2 *** Page No. LSF2.1/3 *** Page No. LSF2.1/4 *** Page No. LSF2.1/5 *** Page No. LSF2.1/6 *** Page No. LSF2.1/7 *** Page No. LSF2.1/8 *** Page No. LSF2.1/9 *** Page No. LSF2.1/10 *** Page No. LSF2.1/11 *** Page No. LSF2.1/12 *** Page No. LSF2.1/13 *** Page No. LSF2.1/14 *** Page No. LSF2.1/15 *** Page No. LSF2.1/16 *** Page No. LSF2.1/17 *** Page No. LSF2.1/18 *** Page No. LSF2.1/19 *** Page No. LSF2.1/20 *** Page No. LSF2.1/21 *** Page No. LSF2.1/22 *** Page No. LSF2.1/23 *** Page No. LSF2.1/24 *** Page No. LSF2.1/25 *** Page No. LSF2.1/26 *** Page No. LSF2.1/27 *** -------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSF2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B F592 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G342 width 0.1-0.2 m m *** *** *** Joints; Upstands; as Drawing No. LCC300/31/A24/202 Formed surface with filler; 50 mm thick fibre board joint filler G641 average width not exceeding 0.5 m m2 *** *** *** PRECAST CONCRETE Lintels; concrete class 40/20 H809.1 Cross-sectional area 140 x 200mm depth; 73 kg per metre m *** *** *** H809.2 Cross-sectional area 140 x 200mm depth; 75 kg per metre m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 80 x 80 x 6.3mm thick rectangular hollow sections M311.1 straight on plan t *** *** *** Columns; 120 x 80 x 5mm thick rectangular hollow sections M311.2 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10mm M391.2 straight on plan t *** *** *** Cap plates; 80 x 80 x 3mm M391.3 straight on plan t *** *** *** Cap plates; 120 x 80 x 3mm M391.4 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter N130.1 type 2; as Drawing nr LCC300/31/A24/502, 504-505 m *** *** *** Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; including safety hoops and return stringers N130.2 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** Handrails; comprising 50mm diameter; 2mm thick (min) handrails; 15mm diameter brackets at 900mm approximate centres; 50mm diameter x 4mm thick cover plate; including bolts, rivets and all necessary fixings and fixing devices N140 as Drawing nr LCC300/31/A15/242, /273 m *** *** *** Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10mm m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel (Cont'd) Miscellaneous framing; welded and bolted connection (Cont'd) N169.4 signage support bracketry type 2; 2.5-3.0m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** N169.5 signage support bracketry type 3; 1.0-1.5m inverted high from structural ceiling; as Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** *** BRICKWORK; BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 100mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm U511.2 vertical straight walls m2 *** *** *** Thickness: 140mm; 2 hours fire rating U511.3 vertical straight walls m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300mm wide m *** *** *** U583 movement joints; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543.1 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543.2 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Synthetic paint; with one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PAINTING Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** Granolithic screed V995 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** WATERPROOFING Tanking Waterproofing membrane; one coat and minimum 1.5mm thick; as Appendix AA to Particular Specification, section J30 W231 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W233 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- PARTITIONS Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 AB300.1 1060 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.2 2090 x 1500 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.3 2100 x 1490 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.4 3400 x 1500 x 2000mm high overall; with 4 compartments nr *** *** *** CARPENTRY & JOINERY Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); facing both sides with 5mm plywood with plastic laminate sheet AC110.1 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 02) nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type A; facing both sides with 5mm plywood with plastic laminate sheet AC110.2 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 02) nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet AC110.3 1700 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** Fittings Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin; framing and all necessary ironmongery; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/402 AC740.1 overall size 1250 x 600 x 450mm high nr *** *** *** AC740.2 overall size 1400 x 600 x 450mm high nr *** *** *** AC740.3 overall size 1500 x 600 x 450mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Hinges; as Appendix AA to Particular Specification, Section P21 AD290.1 Type H1; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.3 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.4 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L1; fixed to stainless steel nr *** *** *** AD319.3 type L2; fixed to galvanised steel nr *** *** *** AD319.4 type L3; fixed to galvanised steel nr *** *** *** AD319.5 type L8; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.6 type L8; fixed to galvanised steel nr *** *** *** AD319.7 type L8; fixed to stainless steel nr *** *** *** Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** AD339.2 type FB1; fixed to stainless steel nr *** *** *** Panic bolt AD339.3 type ED2; fixed to galvanised steel nr *** *** *** AD339.4 type ED2; fixed to stainless steel nr *** *** *** AD339.5 type ED3; fixed to galvanised steel nr *** *** *** AD339.6 type ED3; fixed to stainless steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.2 type CL1; fixed to galvanised steel nr *** *** *** AD490.3 type CL1; fixed to stainless steel nr *** *** *** AD490.4 type CL1A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.5 type CL1A; fixed to galvanised steel nr *** *** *** AD490.6 type CL1A; fixed to stainless steel nr *** *** *** AD490.7 type CL2A; fixed to galvanised steel nr *** *** *** AD490.8 type CL3; fixed to galvanised steel nr *** *** *** Handles with backplates; as Appendix AA to Particular Specification, section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to timber nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.3 type PH1; with 300 x 100 x 1.6mm backplates; fixed to stainless steel nr *** *** *** Push plates; as Appendix AA to Particular Specification, section P21 AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to timber nr *** *** *** AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD600.3 Type PP1; 300 x 100 x 1.6mm thick; fixed to stainless Steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Kick plates; as Appendix AA to Particular Specification, Section P21 AD700.1 Type K1; 765 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.3 Type K1; 765 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.5 Type K1; 1340 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.6 Type K1; 820 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** AD700.7 Type K1; 1050 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to timber door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.3 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840.1 type ST2; fixed to timber door leaf and concrete wall nr *** *** *** AD840.2 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** AD840.3 type ST2; fixed to stainless steel door leaf and concrete wall nr *** *** *** Grab rail bar AD890.1 type GR; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Gasket AD890.2 type AS1 nr *** *** *** AD890.3 type AS2 nr *** *** *** Threshold AD890.4 type T1; fixed to galvanised steel nr *** *** *** AD890.5 type T1; fixed to stainless steel nr *** *** *** Dust proof strike AD890.6 type ECS nr *** *** *** Co-ordinator AD890.7 type DC1 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames as Appendix AA to Particular Specification, Section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE100.1 1350mm width x 2250mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE100.2 1700mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01; door frame width 210mm (max.); head and jamb type E+G AE110.1 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E AE110.2 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type E+G AE110.3 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type F+G AE110.4 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06C; door frame width 210mm (max.); head and jamb type H AE110.5 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE110.6 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL DOORS AND FRAMES Non-fire rated doors and frames as Appendix AA to Particular Specification, section L20 (Cont'd) Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type F+G AE110.7 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type H AE110.8 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE120.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.2 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06; door frame width 210mm (max.); head and jamb type A AE120.3 1050mm width x 2150mm high nr *** *** *** AE120.4 1650mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE120.5 1650mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE120.6 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type F+G AF310.1 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AF310.2 1050mm width x 2150mm high nr *** *** *** AF310.3 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AF310.4 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type H AF310.5 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AF320.1 750mm width x 2000mm high nr *** *** *** AF320.2 1350mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AF320.3 950mm width x 2150mm high nr *** *** *** AF320.4 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AF320.5 1050mm width x 2150mm high nr *** *** *** AF320.6 1350mm width x 2150mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AF320.7 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AF320.8 1400mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AF320.9 1550mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AF320.10 1700mm width x 2150mm high nr *** *** *** AF320.11 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** METAL SHUTTERS; WINDOWS AND LOUVRES Shutters Non-fire rated glazed panels shutters; electrical operating system; sliding type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF129.1 polycarbonate with paint finish; recessed rail; reverse hood (fixed outside room); approximate size 5400 x 1390mm high nr *** *** *** AF129.2 polycarbonate with paint finish; recessed rail; reverse hood (fixed outside room); approximate size 8640 x 1390mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL SHUTTERS, WINDOWS AND LOUVRES Shutters (Cont'd) Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both side of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF141.1 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 16800 x 4300mm high nr *** *** *** AF141.2 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 16800 x 4700mm high nr *** *** *** AF141.3 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; typhoon resistant; with smoke/heat detector activated; approximate size 11000 x 4740mm high nr *** *** *** Two hours fire rated smoke curtain; electrically operated; fixed to concrete soffits; including all necessary steel hoods and frames; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A25/102 AF141.4 stainless steel; approximate size 4050 x 4000mm high nr *** *** *** AF141.5 stainless steel; approximate size 12900 x 4000mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL SHUTTERS, WINDOWS AND LOUVRES Smoke curtain; drop down to 2400mm above floor flash level as Drawing LCC300/31/A04/512 AF199.1 1800 x 4335mm long nr *** *** *** AF199.2 3600 x 4335mm long nr *** *** *** AF199.3 4000 x 4335mm long nr *** *** *** AF199.4 4800 x 4335mm long nr *** *** *** AF199.5 5000 x 4335mm long nr *** *** *** AF199.6 5140 x 4335mm long nr *** *** *** AF199.7 5350 x 4335mm long nr *** *** *** AF199.8 6000 x 4335mm long nr *** *** *** Louvres Internal louvre with insect mesh; weatherproofed; including framing, master sealants, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/458 AF309 PVF2 coated aluminium; overall size 450 x 450mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL CLADDING System metal cladding Vitreous enamelled steel panels; 150mm (overall depth including fixings) thick; on anti-drumming backing board with vapour control layer; including all joints, cover plates (colour matched) sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 M63 and Drawing nr LCC300/31/A20/001-007, 010-013 AG111.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** *** AG111.2 walls and attached columns; circular; not exceeding 1.0m2 m2 *** *** *** AG111.3 walls and attached columns; circular; 1.0-1.5m2 m2 *** *** *** AG111.4 walls and attached columns; 1.5- 2.0m2 m2 *** *** *** AG112.1 isolated columns; not exceeding 1.0m2 m2 *** *** *** AG112.2 isolated columns; circular; not exceeding 1.0m2 m2 *** *** *** AG112.3 isolated column; circular; 1.0-1.5m2 m2 *** *** *** AG112.4 isolated column; 1.5-2.0m2 m2 *** *** *** AG112.5 isolated column; circular; 1.5-2.0m2 m2 *** *** *** AG112.6 isolated column; 2.0-2.5m2 m2 *** *** *** AG112.7 isolated column; circular; 2.0-2.5m2 m2 *** *** *** AG112.8 isolated column; 3000 x 1640mm m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSF3.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL CLADDING System metal cladding (Cont'd) Vitreous enamelled steel panels; 150mm (overall depth including fixings) thick; on anti-drumming backing board; with vapour control layer; including all joints, sealants cover plates (colour matched) and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 M63 and Drawing nr LCC300/31/A20/001-007, 010-013 AG119 cornice; approximate size 250 x 300mm high m *** *** *** Stainless steel; hairline finish; 150mm (overall) thick; on anti-drumming backing board with vapour control layer; consisting 3mm hairline finished stainless steel sheet honeycomb layer; sealants and all other necessary fixing accessories and supports; general size AG141 walls and attached column m2 *** *** *** Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 AG161.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** *** AG161.2 walls and attached columns; circular; not exceeding 1.0m2 m2 *** *** *** AG161.3 walls and attached columns; 1.0-1.5m2 m2 *** *** *** AG161.4 walls and attached columns; circular; 1.0-1.5m2 m2 *** *** *** AG161.5 walls and attached columns; 1.5-2.0m2 m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSF3.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL CLADDING System metal cladding (Cont'd) Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting of 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 (Cont'd) AG151.6 walls and attached columns; 2.5-3.0m2 m2 *** *** *** AG151.7 walls and attached columns; 2400 x 1400mm m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Metal access panel doors AH100 Demountable access panel; size 3600 x 4000mm nr *** *** *** Metal fire hose reel cabinets AH200 Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; size 1190 x 860mm high x 150mm thick; all associated ironmongery; as Drawing nr LCC300/31/A24/301 nr *** *** *** Metalwork to counters AH400 Custom observation counter; overall size 3628 x 2720 x 2600mm high; including 1350mm high stainless steel cladding, 1000mm high 10mm thick butt joint tempered glass screen with 200mm wide frosted film backing; complete including but not limited to framing stainless steel swing door; 600mm x 600mm vinyl floor tile raised floor; grab rail; stainless steps and skirting; working bench; as Drawing nr LCC300/31/A60/034-035 nr *** *** *** Metal raised access floors AH500 600 x 600mm wide cementitious core fully encapsulated panels including carpet tile; pedestal assembly; as Appendix AA to Particular Specification, section K41 and Drawing nr LCC300/31/A30/020 m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Metal barriers AH610 Stainless steel parapet to roof edge m *** *** *** AH620.1 Access gate; type T5F; stainless steel; with glass infill panel; size 1100 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.2 Access gate; type T5H2; stainless steel; with glass infill panel; size 900 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.3 Access gate; type T5H3; stainless steel; with glass infill panel; size 950 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.4 Access gate; type T5H4; stainless steel; with glass infill panel; size 1100 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.5 Access gate; type T5L; stainless steel; with glass infill panel; size 2200 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 121, 131 nr *** *** *** AH620.6 Access gate; at immigration counter type 1; stainless steel; with glass infill panel; size 1010 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/002, 009, 011-015 nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF3.1/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Metal barriers (Cont'd) AH620.7 Access gate; at immigration counter type 2; stainless steel; with glass infill panel; size 1050 x 1050mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/001-002, 013, 017, 018, 131 nr *** *** *** AH690 Removable railing; type T5G; stainless steel; approximate typical base size 1100 x 1500mm high from finished floor level; including concealed base plate and fixing accessories; as Drawing nr LCC300/31/A60/120, 131 nr *** *** *** Balustrades Glass balustrade; type T5A; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 130 AH710.1 typical bay size 1800 x 1050mm high above finished floor level; including 12mm thick glass panes; stainless steel frames, stanchions, concealed base plates and all other necessary accessories m *** *** *** Glass balustrade; type T5B; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 130 AH710.2 typical bay size 1800 x 1500mm high above finish floor level; including 12mm thick glass; stainless steel frame, stanchions, concealed base plates and all other necessary accessories m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Balustrades (Cont'd) Glass balustrade; type T5C; at escalator or public stair void; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 122, 130 AH710.3 typical bay size 1800 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames, stanchions and 450mm high skirting plate; and all other fixing accessories m *** *** *** Glass balustrade; to immigration counter type 1; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60 /001, 002, 011, 017, 018, 121, 130 AH710.4 typical bay size 580 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** AH710.5 typical bay size 870 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** AH710.6 typical bay size 1840 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** AH710.7 typical bay size 2495 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Balustrades (Cont'd) Glass balustrade; to immigration counter type 2; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/ 001, 002, 011, 013, 017, 018, 121, 130 AH710.8 typical bay size 100 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** Glass balustrade; to immigration counter type 2; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/ 001, 002, 011, 013, 017, 018, 121, 130 (Cont'd) AH710.9 typical bay size 1850 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** AH710.10 typical bay size 1950 x 1050mm high above finished floor level; including 12mm thick tempered glass panes; stainless steel railing and frames and all other fixing accessories m *** *** *** Mesh balustrade; 1100mm high; including railing; mesh; stanchion and all necessary accessories AH790 as Drawing nr LCC300/31/A15/201-219 except 215 m *** *** *** Ancillaries AH890.1 Fire hose reel modules; type T9B; overall size 1140 x 650 x 2400mm high; on 150mm thick concrete plinth (measured separately); as Drawing nr LCC300/31/A60/301-302 nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSF3.1/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SPECIALIST ARCHITECTURAL METALWORK Ancillaries (Cont'd) AH890.2 Stainless steel step with anti-slip strip; size 1210 x 240mm nr *** *** *** AH890.3 Stainless steel feature moulding; stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall; as Appendix AA to Particular Specification, section H75; Drawing nr LCC300/31/A24/901 m *** *** *** AH890.4 Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; as Drawing nr LCC300/31/A24/305 nr *** *** *** AH890.5 Foot rest protection bar to column counter; 50mm stainless steel CHS; circular floor mounted; including fixing accessories and cement sand grouting at 1200mm center to center; as Drawing nr LCC300/31/A15/190, A60/503 m *** *** *** AH890.6 Stainless steel sign box; approximate size 300 x 600mm high; as Drawing nr LCC300/31/A60/512, 516 m *** *** *** SIGNS AND ADVERTISING PANELS Signs Non-illuminated; vinyl graphics as Drawing nr. LCC300/31/A70/001 AI120.1 signs on escape doors nr *** *** *** AI120.2 fire services signs nr *** *** *** AI120.3 hose reel signs nr *** *** *** AI120.4 fireman's lift light box signs nr *** *** *** AI120.5 disabled wc signs nr *** *** *** AI120.6 disabled toilets emergency call signs nr *** *** *** AI120.7 danger-electricity unauthorised entry prohibited signs nr *** *** *** AI120.8 FM200 signs nr *** *** *** AI120.9 fire alarm signs nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSF3.1/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** AJ110.2 15 mm thick; to receive terrazzo tiling m2 *** *** *** Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ110.3 15 mm thick; to wall of hose reel cabinet m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** AJ122.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.3 10 mm thick; to receive emulsion paint m2 *** *** *** AJ122.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162.1 two hours fired board; 10 mm thick; fixed to metal sections m2 *** *** *** Wall linings; smoke barriers; as Drawing nr LCC300/31/A25/101; suspended 3.5-5.0m above ground AJ162.2 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits; inclusive of G.M.S supporting members with 2 hours fire rated period m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Wall linings; smoke barriers; as Drawing nr LCC300/31/A25/102; suspended 5.0-6.5m above ground AJ162.3 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits; inclusive of G.M.S supporting members with 2 hours fire rated period m2 *** *** *** Wall linings; downstand; suspended 3.5-5.0m above ground AJ162.4 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; fixed to structural reinforced concrete soffits; inclusive of G.M.S supporting members with 2 hours fire rated period m2 *** *** *** Floors Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** *** Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 50 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.2 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.3 with steel fabric reinforcement; 90 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Floors (Cont'd) Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 (Cont'd) AJ232.4 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.5 with steel fabric reinforcement; 100 mm thick; to receive vinyl floor m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** *** Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 3.5 - 5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 - 8m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.3 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Stairs and steps Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ639 20mm thick; to receive terrazzo tiling m2 *** *** *** Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ710.1 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** AJ710.2 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.3 20 mm thick; to receive 150 mm high granite stone tile skirting m *** *** *** AJ710.4 20mm thick; to receive 150 mm high terrazzo tile skirting m *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ710.5 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.6 20 mm thick; to receive 150 mm high m *** *** *** granite stone tile skirting ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/31 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING. RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall Strings, open springs, curb strings, cornices, mouldings and the like (Cont'd) Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** AJ740.2 25mm thick; 150 mm high skirting; with stair gutter 150 mm wide and 5 mm deep m *** *** *** AJ740.3 40mm thick; 60 mm high kerb with stair gutter 150 mm wide and 5 mm deep m *** *** *** AJ740.4 20 mm thick stair cheek m2 *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.5 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** TILING Walls and columns Resin bonded terrazzo tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41 AK110.1 size 300 x 300 x 25mm thick; polish finish m2 *** *** *** Resin bonded terrazzo internal corner tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41 AK110.2 size 50 x 50 x 25mm thick; polish finish m *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.1 size 147 x 147 x 7 mm thick; matt finish m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/32 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ TILING Walls and columns (Cont'd) Ceramic external corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.2 size 50 x 50 x 7 mm thick; matt finish m *** *** *** Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.3 size 50 x 50 x 7 mm thick; matt finish m *** *** *** Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK230.1 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** *** Floors; tactile warning strip Homogeneous ceramic tactile tiles; type 1; with special textured surface; as Drawing number LCC300/31/A30/010, 011 AK230.2 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** Homogeneous ceramic tactile tiles; type 2; with special textured surface; as Drawing number LCC300/31/A30/010, 01l AK230.3 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** Homogeneous ceramic tactile tiles; type 3; with special textured surface; as Drawing number LCC300/31/A30/010, 011 AK230.4 size 298 x 298 x 12 mm thick; textured finish m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/33 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ TILING Stairs and steps Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK410 size 598 x 598 x 30 mm thick; matt finish m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices and the like Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK510.1 coved; 25mm thick; 150mm high skirting; matt finish m *** *** *** AK510.2 coved; 25mm thick; 150mm high skirting; matt finish; to form external angle nr *** *** *** AK510.3 coved; 25mm thick; 150mm high skirting; matt finish; to form internal angle nr *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** *** AK530.2 coved; 9mm thick; 150 mm high skirting; to form external angle nr *** *** *** AK530.3 coved; 9mm thick; 150 mm high skirting; to form internal angle nr *** *** *** Pre-formed granite tiles; "L" shaped; factory bonded; as Appendix AA to Particular Specification, section M40 AK590.1 coved; 25mm thick; 150mm high skirting; polished finish m *** *** *** Pre-formed granite skirting tiles; "L" shaped; factory bonded; as Appendix AA to Particular Specification, section M40; to circular surfaces AK590.2 coved; 25mm thick; 150mm high skirting; polished finish m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/34 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ TILING Sundries Proprietary carborondom slip resistant nosing AK810 50mm wide; mechanically fixed to treads; fixing allow future installation of replacement nosings; as drawing nr LCC300/31/A15/270-272 m *** *** *** FLEXIBLE SHEETING AND ROLLS Floors Sheeting and rolls; as Appendix AA to Particular Specification, section M50 AL111 3mm thick vinyl m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings and the like Coved resilient sheeting; as Appendix AA to Particular Specification, section M50 AL391.1 3mm thick vinyl; 150mm high skirting m *** *** *** Coved resilient sheeting; as Appendix AA to Particular Specification, section M50;to circular surfaces AL391.2 3mm thick vinyl; 150mm high skirting m *** *** *** CEILING SYSTEMS Lay-in mineral fibre tile; type 12; with rectangular edge; moisture resistant; 600 x 600mm wide; with scrubbable vinyl plastic paint finish; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 4000 - 4500 mm AM130 25 mm thick m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/35 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ CEILING SYSTEMS Perforated G.M.S. metal panel; type 1; 2200 x 595mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and draining; to reinforced concrete structural soffit; suspended 3.5m - 5m above ground; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500 - 2000 mm AM330.1 1.2 mm thick m2 *** *** *** Depth of suspension: 2000 - 2500 mm AM330.2 1.2 mm thick m2 *** *** *** Depth of suspension: 2500 - 3000 mm AM330.3 1.2 mm thick m2 *** *** *** Perforated G.M.S. metal panel; type 1; nominally 2200 x 595mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced structural soffit; suspended 5m - 6.5m above ground; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1000 - 1500 mm AM330.4 1.2 mm thick m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/36 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ CEILING SYSTEMS Perforated G.M.S. metal panel; type 5; 1200 x 1000mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; lock rail fixing grid system or similar to be approved by the Engineer and al1 of external grade with typhoon locks; suspended on structural steel frame of skylight; suspended 8m - 9.5m above ground; 10mm G.M.S. rod hangers; as Appendix AA to Appendix AA to Particular Specification, section K40 Depth of suspension: 1000 - 1500 mm AM330.5 1.2 mm thick m2 *** *** *** Un-perforated aluminium metal panel; type 4A; 1650 x 800mm wide; with PVF2 finish; black sheathing felt backing; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; suspended 3.5 - 5m above ground; 10mm stainless steel rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500 - 2000mm AM330.6 3 mm thick m2 *** *** *** Perforated G.M.S. metal panel; type 1; 2200 x 595mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; suspended 3.5m - 5m above ground; as Appendix AA to Particular Specification, section K40 Bulkhead AM350 1.2 mm thick m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/37 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ CEILING SYSTEMS Double layer suspended ceiling; type 14; durasteel metal ceiling as top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; acoustic mineral fibre tile as bottom layer; with rectangular edge; 600 x 600 mm wide; with matt finish with surface pores of random pattern to the approval of Engineer; exposed aluminium 24 mm tee grid system with powder coated finish; suspended on frame of durasteel metal ceiling; threaded hangers rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 4000 - 4500 mm AM930.1 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** Double layer suspended ceiling; type 14A; durasteel metal ceiling as top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; perforated G.M.S. metal panel as bottom layer; 595 x 595mm wide; require 25% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self-draining; suspended on frame of durasteel metal ceiling; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 4000 - 4500 mm AM930.2 top layer 6 mm thick and bottom layer 1.2 mm thick; 2 hours fire rating m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/38 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SANITARY ACCESSORIES AN100 Paper hand towel dispensers; T7J; stainless steel; fixed to concrete block wall nr *** *** *** AN300 Electric hand dryers; T7H; fixed to concrete block wall nr *** *** *** AN400.1 Toilet roll holders; stainless steel fixed to concrete block wall nr *** *** *** AN400.2 Toilet roll holders; fixed to reinforced concrete wall nr *** *** *** AN600.1 Soap dispensers; stainless steel surface; fixed to concrete block wall nr *** *** *** AN600.2 Soap dispensers; stainless steel surface; counter top mounted nr *** *** *** AN900.1 Folding handrail; stainless steel; 32mm diameter; 2mm (min) thick; 700mm long; including base plate and all other necessary accessories; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.2 Grab rail; stainless steel; 32mm diameter; 2mm (min) thick; 600mm long; including 80mm diameter x 30mm thick stainless steel flange; to reinforced concrete walls; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.3 Waste bins; fixed to reinforced concrete wall nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/39 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SANITARY ACCESSORIES AN900.4 Waste bins; fixed to concrete block wall nr *** *** *** AN900.5 Stainless steel hook; fixed to concrete blockwall; as Drawing nr LCC300/31/A40/901 nr *** *** *** AN900.6 Urinal divider; vitreous clay; type U4L1 nr *** *** *** GLASS WALLING AND SPECIALIST GLAZING Unframed glass screens at level 1 Clear glass; 2 hour fire rated; 25mm thick sealant joint; fixed to stainless steel frame AQ210 size of typical bay 1200 x 2400mm high m2 *** *** *** Framed glass screens at level 1 and 2 Framing; stainless steel; hairline finish; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A60/501-506 AQ410.1 size of typical bay 675 x 3000mm high m2 *** *** *** AQ410.2 size of typical bay 1175x 3000mm high m2 *** *** *** AQ410.3 size of typical bay 1200x 3000mm high m2 *** *** *** AQ410.4 size of typical bay 1275 x 3000mm high m2 *** *** *** AQ410.5 size of typical bay 2400 x 3000mm high m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/40 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GLASS WALLING AND SPECIALIST GLAZING Framed glass screens Framing; stainless steel; two hours fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/411 AQ410.6 size of typical bay 1200 x 2140mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/426 AQ410.7 size of typical bay 1200 x 1440mm high m2 *** *** *** AQ410.8 size of typical bay 1200 x 1440mm high; with one talking opening m2 *** *** *** AQ410.9 size of typical bay 2100 x 1440mm high; with 90 degrees turning angle m2 *** *** *** Framed glass screens at level 1 and 2 Opaque tempered glass; 12mm thick; 2 hours fire rated; butt joint; fixed to stainless steel frame; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A60/501-506 AQ420.1 size of typical bay 675 x 3000mm high m2 *** *** *** AQ420.2 size of typical bay 1175 x 3000mm high m2 *** *** *** AQ420.3 size of typical bay 1200 x 3000mm high m2 *** *** *** AQ420.4 size of typical bay 1275 x 3000mm high m2 *** *** *** AQ420.5 size of typical bay 2400 x 3000mm high m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.1/41 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ ------------------------------------------------------------------------------------------ GLASS WALLING AND SPECIALIST GLAZING Framed glass screens Clear toughened laminated glass; 12mm thick; 2 hours fire rated; with 260mm high silk screen printing zone; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.6 fixed to stainless steel framing; size of typical bay 1200 x 2140mm high m2 *** *** *** Clear toughened laminated glass; 12mm thick; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.7 fixed to stainless steel framing; size of typical bay 900 x 1440mm high m2 *** *** *** AQ420.8 fixed to stainless steel framing; size of typical bay 1200 x 1440mm high m2 *** *** *** AQ420.9 fixed to stainless steel framing; size of typical bay 1200 x 1440mm high; with opening 400 x 285mm high m2 *** *** *** Glass doors Sliding door; opaque tempered glass; 12mm thick; fixed to stainless steel (hairline finish) frame at top; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A60/501-503 AQ600.1 size 2400 x 3000mm high nr *** *** *** Double swing glass door; opaque tempered glass; 2 hr fire rated; 12mm thick; fixed to stainless steel (hairline finish) frame at top; including all associated ironmongery; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A60/504 AQ600.2 size 2400 x 3000mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/42 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ ------------------------------------------------------------------------------------------ GENERAL GLAZING Mirrors AS500.1 Mirror; stainless steel; 6mm thick; 450 x 900mm high; vandal resistant; mounted to wall; including fixing bolt nr *** *** *** Glass mirror; 6mm thick; with 18mm thick backing board (marine quality); stainless steel angle frame; including 18mm long countersunk stainless steel screw, sealant and sealing tape; as Drawing nr LCC300/31/A60/407 AS500.2 size 1250 x 900mm high nr *** *** *** AS500.3 size 1400 x 900mm high nr *** *** *** AS500.4 size 1500 x 900mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/43 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Stand-alone emergency stop plunger be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/44 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0: 26 April 2002 LSF3.1/45 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSF3.1 : Government Accommodation - ABWF Page No. LSF3.1/1 *** Page No. LSF3.1/2 *** Page No. LSF3.1/3 *** Page No. LSF3.1/4 *** Page No. LSF3.1/5 *** Page No. LSF3.1/6 *** Page No. LSF3.1/7 *** Page No. LSF3.1/8 *** Page No. LSF3.1/9 *** Page No. LSF3.1/10 *** Page No. LSF3.1/11 *** Page No. LSF3.1/12 *** Page No. LSF3.1/13 *** Page No. LSF3.1/14 *** Page No. LSF3.1/15 *** Page No. LSF3.1/16 *** Page No. LSF3.1/17 *** Page No. LSF3.1/18 *** Page No. LSF3.1/19 *** Page No. LSF3.1/20 *** Page No. LSF3.1/21 *** Page No. LSF3.1/22 *** Page No. LSF3.1/23 *** Page No. LSF3.1/24 *** Page No. LSF3.1/25 *** Page No. LSF3.1/26 *** Page No. LSF3.1/27 *** Page No. LSF3.1/28 *** Page No. LSF3.1/29 *** ------------------------------------------------ Carried Forward *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSF3.1 : Government Accommodation - ABWF Brought Forward Page No. LSF3.1/30 *** Page No. LSF3.1/31 *** Page No. LSF3.1/32 *** Page No. LSF3.1/33 *** Page No. LSF3.1/34 *** Page No. LSF3.1/35 *** Page No. LSF3.1/36 *** Page No. LSF3.1/37 *** Page No. LSF3.1/38 *** Page No. LSF3.1/39 *** Page No. LSF3.1/40 *** Page No. LSF3.1/41 *** Page No. LSF3.1/42 *** Page No. LSF3.1/43 *** Page No. LSF3.1/44 *** Page No. LSF3.1/45 *** ------------------------------------------------ Total of Lump Sum Item LSF3.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.1/COL/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PRECAST CONCRETE Lintels; concrete class 40/20 H809.1 Cross-sectional area 140 x 200mm depth; 73 kg per metre m *** *** *** H809.2 Cross-sectional area 140 x 200mm depth; 75 kg per metre m *** *** *** STRUCTURAL METALWORK Fabrication of members for frame; weldable structural steel to Grade 43A to BS 4360 Columns; 120 x 120 x 8mm thick rectangular hollow sections M311 straight on plan t *** *** *** Plates or flats; 250 x 150 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10mm M391.2 straight on plan t *** *** *** Cap plates; 120 x 120 x 3mm M391.3 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. Ml6 or products having equivalent functions or performance nr *** *** *** MISCELLANEOUS METALWORK Hot dip galvanised mild steel Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10mm m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 140mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm; 2 hours fire rating U511.2 vertical straight walls m2 *** *** *** Surface features U578 fair facing m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300mm wide m *** *** *** U583 movement joints; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Epoxy paint; acid resisting; with one undercoat and one finishing coat; as Appendix AA to Particular Specification, section M60 Concrete V733 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Brickwork and blockwork V763 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PAINTING Epoxy resin paint; with two component epoxy based primer and multi-component epoxy top coat; as Architectural Specification section 67.7 Cement and screed with sealer V791 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L1; fixed to stainless steel nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Bolts AD339 type FB1; fixed to galvanised steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1A; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to stainless steel nr *** *** *** Handles with backplates; as Appendix AA to Particular Specification, section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to stainless steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.3 Type K1; 1050 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** Gasket AD890.1 type AS1 nr *** *** *** AD890.2 type AS2 nr *** *** *** Dust proof strike AD890.3 type ECS nr *** *** *** Co-ordinator AD890.4 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames as Appendix AA to Particular Specification, section L20 Stainless steel door with 2 nos of louvres; to toilet duct room; including all necessary ironmongery; as Drawing nr LCC300/A60/409 AE110 750mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE120.2 1650mm width x 2150mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE300 1650mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 0LA; door frame width 210mm (max.); head and jamb type F+G AE310 1210mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max); head and jamb type A AE320.2 1650mm width x 2150mm high nr *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ SIGNS AND ADVERTISING PANELS Signs Non-illuminated; vinyl graphics as Drawing nr. LCC300/31/A70/001 AI120 danger-electricity unauthorised entry prohibited signs nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ121.1 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification section P35; to circular surfaces AJ121.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.2 10 mm thick; to receive emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162 2 hours fired rated boards; 10 mm thick; fixed to metal sections m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Acoustic transparent membrane; as Particular Specification section P35 AJ169.1 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ169.2 fixed to acoustic plaster m2 *** *** *** Floors Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 50 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.2 with steel fabric reinforcement; 50 mm thick; to receive sealer with epoxy floor coating m2 *** *** *** AJ232.3 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.4 with steel fabric reinforcement; 100 mm thick; to receive sealer with epoxy floor coating m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams (Cont'd) Acoustic plaster; with density not less than 48kg/m2; as Particular Specification section P35; to circular surfaces AJ321.3 50 mm thick; to receive acoustically transparent membrane m2 *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.1 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ369.2 fixed to acoustic plaster m2 *** *** Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.4 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.5 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Speciffication section P35; to circular surfaces AJ321.6 50 mm thick; to receive acoustically transparent membrane m2 *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high (Cont'd) Acoustic transparent membrane; as Particular Specification section P35 AJ369.3 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ369.4 fixed to acoustic plaster m2 *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.7 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.8 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Speciffication section P35; to circular surfaces AJ321.9 50 mm thick; to receive acoustically transparent membrane m2 *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369.5 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ369.6 fixed to acoustic plaster m2 *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.2 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF3.2 : Government Accommodation - Plant Rooms Page No. LSF3.2/1 *** Page No. LSF3.2/2 *** Page No. LSF3.2/3 *** Page No. LSF3.2/4 *** Page No. LSF3.2/5 *** Page No. LSF3.2/6 *** Page No. LSF3.2/7 *** Page No. LSF3.2/8 *** Page No. LSF3.2/9 *** Page No. LSF3.2/10 *** Page No. LSF3.2/11 *** Page No. LSF3.2/12 *** Page No. LSF3.2/13 *** Page No. LSF3.2/14 *** ---------------------------------------------------------- Total of Lump Sum Item LSF3.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF3.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------ PLASTERING, RENDERING AND WALL LININGS Walls and columns (L1) Wall linings AJ163.1 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Walls and columns(L2) Wall linings AJ163.2 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (L1) Linings AJ399.1 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** ------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSF3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high (L2) Linings AJ399.2 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LLC300/31/A60/780-784 m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL, ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 section 7 -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F3 : Government Accommodation Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF3.3 : Government Accommodation Acoustic Treatment - ABWF Page No. LSF3.3/1 *** Page No. LSF3.3/2 *** Page No. LSF3.3/3 *** Page No. LSF3.3/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSF3.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF3.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B; F592 thickness 150-300mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G342 width 0.1-0.2 m m *** *** *** PRECAST CONCRETE Lintels; concrete class 40/20 H809 Cross-sectional area 140 x 200 mm depth; nominally 73 kg per metre m *** *** *** STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 80 x 80 x 6.3mm thick rectangular hollow sections M311.1 straight on plan t *** *** *** Columns; 120 x 80 x 5mm thick rectangular hollow sections M311.2 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10 mm M391.2 straight on plan t *** *** *** Cap plates; 80 x 80 x 3 mm M391.3 straight on plan t *** *** *** Cap plates; 120 x 80 x 3 mm M391.4 straight on plan t *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for frames; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** MISCELLANEOUS METALWORK Stainless steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter; including safety hoops and return stringers N130.1 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** Hot dip galvanised mild steel Ladders; stringers 40mm diameter; min 3mm thick; rungs 20mm diameter N130.2 type 2; as Drawing nr LCC300/31/A24/502, 504-505 m *** *** *** Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10mm m *** *** *** ROAD AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R116 depth 225 mm m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 2 LSF4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- ROAD AND PAVINGS Concrete pavements Carriageway slabs; concrete grade 30/20 R425 depth 190 mm m2 *** *** *** Steel fabric reinforcement to BS 4483 R445 nominal mass 5-6 kg/m2; fabric reference C636 m2 *** *** *** R480 Waterproofing membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** Light duty pavements Hardcore base; well consolidated R723 depth 60-100 mm m2 *** *** *** R780 Precast concrete block; 100 x 200 x 60 mm thick; laid in herring bone pattern; on and including 30 mm thick sand course m2 *** *** *** Ancillaries Surface markings conforming to the diagrams or reference stated in the item descriptions, which are taken from the Transport Planning and Design Manual, volume 3 Chapter 5 - Road markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R824 Continuous parking lines m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- ROAD AND PAVINGS Ancillaries (Cont'd) R890.1 Loading dock bumper; type W3A; hardwood on neoprene bearer; appropriate sectional size 130 x 250mm high; including all fixing accessories; as Drawing nr LCC300/31/A24/701 m *** *** *** R890.2 Loading dock bumper; type W3B; hardwood on neoprene bearer; appropriate sectional size 130 x 250mm high; including all fixing accessories; as Drawing nr LCC300/31/A24/701 m *** *** *** BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 4.0N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 100mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm U511.2 vertical straight walls m2 *** *** *** U519 plinths m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300mm wide m *** *** *** U583.1 movement joints; fire rated filler; 100 mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U583.2 movement joints; fire rated filler; 140 mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PAINTING Emulsion paint; with one coat thinned with water in accordance with the manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coat; as Appendix AA to Particular Specification, section M60 Plaster and render V544 Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- WATERPROOFING Tanking Waterproofing membrane; one coat and minimum 1.5mm thick; as Appendix AA to Particular Specification, section J30 W231 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W233 surface inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** MISCELLANEOUS WORKS Fences Metal crash barriers X181.1 type W1D; 6000mm long x 800mm high nr *** *** *** X181.2 type W2A; galvanised mild steel; a set of fan circular rail; height not exceeding 1m above finished floor level; as Drawing nr LCC300/31/A60/132 nr *** *** *** X181.3 type W2B; galvanised mild steel; a set of fan circular rail; height not exceeding 1m above finished floor level; as Drawing nr LCC300/31/A60/132 nr *** *** *** X181.4 type W2C; galvanised mild steel; a set of fan circular rail; height not exceeding 1m above finished floor level; as Drawing nr LCC300/31/A60/132 nr *** *** *** PARTITIONS Proprietary partitions AB130 Door; 20mm thick; laminated; with plastic colour coated veneer on both sides; including framing; stainless steel coat hook and lock; size 710 x 1700mm high; as Drawing nr LCC300/31/A60/401 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PARTITIONS Proprietary toilet, cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 AB300.1 1900 x 1400 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.2 1900 x 1500 x 2000mm high overall; with 2 compartment nr *** *** *** AB300.3 1900 x 1600 x 2000mm high overall; with 2 compartments nr *** *** *** CARPENTRY & JOINERY One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet AC110.1 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** AC110.2 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** *** Fittings Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin; framing and all necessary ironmongery; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/402 AC740.1 overall size 1400 x 600 x 450 mm high nr *** *** *** AC740.2 overall size 1900 x 600 x 450 mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- CARPENTRY JOINERY Fittings Lockers; standing on 140mm thick masonry slab (measured separately); including 375mm high shoe rack at lower level; 300mm wide x 600mm deep x 850mm high proprietary locker units with GMS adjustable hanger rods, on 20mm thick cementitious side backing and 15mm thick plywood backing on 15mm thick cementitious backing; 325mm continuous plastic laminated overhead panel with 38 x 38 x 3mm thick GMS welded bracing angle and bolted to wall; including all necessary framing, ironmongery and finishes; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/420 AC790 overall size 1800 x 600 x 2400mm high nr *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.3 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.4 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L2; fixed to galvanised steel nr *** *** *** AD319.3 type L8; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** Panic bolt AD339.2 type ED2; fixed to galvanised steel nr *** *** *** AD339.3 type ED2; fixed to stainless steel nr *** *** *** AD339.4 type ED3; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD339.5 type ED3; fixed to galvanised steel nr *** *** *** AD339.6 type ED3; fixed to stainless steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.3 type CL1A; fixed to galvanised steel nr *** *** *** AD490.4 type CL1A; fixed to stainless steel nr *** *** *** AD490.5 type CL2A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.6 type CL2A; fixed to galvanised steel nr *** *** *** AD490.7 type CL3; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IRONMONGERY Handles with backplates; as Appendix AA to Particular Specification, section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to timber nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** Push plates; as Appendix AA to Particular Specification section P21 AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to timber nr *** *** *** AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.2 Type K1; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.3 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.4 Type K1; 1190 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840.1 type ST2; fixed to timber door leaf and concrete wall nr *** *** *** AD840.2 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Grab rail bar AD890.1 type GR; fixed to galvanised steel nr *** *** *** Threshold AD890.2 type T1; fixed to galvanised steel nr *** *** *** AD890.3 type T1; fixed to stainless steel nr *** *** *** Dust proof strike AD890.4 type ECS nr *** *** *** Co-ordinator AD890.5 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01; door frame width 210mm (max.); head and jamb type A AE100.1 1350mm width x 2150mm high nr *** *** *** AE100.2 1350mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE110.1 1700mm width x 2150mm high nr *** *** *** Stainless steel door with 2 nos of louvres; to toilet duct room; including all necessary ironmongery; as Drawing nr LCC300/A60/409 AE110.2 750mm width x 2150mm high nr *** *** *** AE110.3 900mm width x 950mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE120.1 900mm width x 2150mm high nr *** *** *** AE120.2 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.3 1050mm width x 2150mm high nr *** *** *** AE120.4 1700mm width x 2150mm high nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01; door frame width 210mm (max.); head and jamb type A AE300 1350mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE310 1810mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AE320.1 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.2 750mm width x 2000mm high nr *** *** *** AE320.3 1350mm width x 2150mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.4 1700mm width x 2150mm high nr *** *** *** AE320.5 1950mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.6 1950mm width x 2250mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE320.7 1650mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.8 1050mm width x 2150mm high nr *** *** *** AE320.9 1350mm width x 2150mm high nr *** *** *** AE320.10 1700mm width x 2150mm high nr *** *** *** METAL SHUTTERS, WINDOWS & LOUVRES Shutters One hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803, /A40/801-807 AF131.1 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 1500 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS & LOUVRES Shutters (Cont'd) One hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803, /A40/801-807 (Cont'd) AF131.2 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 2100 x 2400mm high nr *** *** *** AF131.3 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 2800 x 2400mm high nr *** *** *** AF131.4 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 3000 x 2400mm high nr *** *** *** AF131.5 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 3900 x 2400mm high nr *** *** *** AF131.6 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 4000 x 2400mm high nr *** *** *** AF131.7 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 4500 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS & LOUVRES Shutters (Cont'd) One hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803, /A40/801-807 (Cont'd) AF131.8 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 5100 x 2400mm high nr *** *** *** AF131.9 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 5150 x 2400mm high nr *** *** *** AF131.10 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 5400 x 2400mm high nr *** *** *** AF131.11 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 5700 x 2400mm high nr *** *** *** AF131.12 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 8400 x 2400mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS & LOUVRES Shutters (Cont'd) Two hours fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803, /A40/801-807 AF141.1 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 1500 x 2400mm high nr *** *** *** AF141.2 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 2100 x 2400mm high nr *** *** *** AF141.3 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 2800 x 2400mm high nr *** *** *** AF141.4 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 3000 x 2400mm high nr *** *** *** Louvre Internal louvre with insect mesh; weatherproofed; including framing; mastic sealants, waterproofing grouting; approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A60/409 AF301 stainless steel; overall size 300 x 300mm high; nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS & LOUVRES Lourve (Cont'd) Internal louvre with insect mesh; weatherproofed; including framing; mastic sealants, waterproofing grouting; approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/458 AF309 PVF2 coated aluminium; overall size 450 x 450mm high; nr *** *** *** METAL CLADDING System metal cladding Vitreous enamelled steel panels; 150mm (overall thick including fixings) thick; on anti-drumming backing board with vapour control layer; including all joints; cover plates (colour matched) sealants and all other necessary fixing accessories and supports as Appendix AA to Particular Specification, section H31, M63 and Drawing nr LCC300/31/A20/001-007, 010-013 AG112.1 isolated column; not exceeding 1.0m2 m2 *** *** *** AG112.2 isolated column; 1.0-1.5m2 m2 *** *** *** AG112.3 isolated column; 1.5-2.0m2 m2 *** *** *** AG112.4 isolated column; 2.5-3.0m2 m2 *** *** *** AG112.5 isolated column; 2600 x 1640mm m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF4.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal fire hose reel cabinets AH200 Hose reel cabinet door; piano hinged including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; size 1190 x 860mm high x 150mm thick; all associated ironmongery; as Drawing nr LCC300/31/A24/301 and 302 nr *** *** *** AH890 Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; as Drawing nr LCC300/31/A24/305 nr *** *** *** SIGNS AND ADVERTISING PANELS Signs Illuminated; as Drawing nr. LCC300/31/A70/001 AI110 exit signs nr *** *** *** Non-illuminated; as Drawing nr. LCC300/31/A70/001 AI120.1 warning signs nr *** *** *** AI120.2 lift no smoking signs nr *** *** *** AI120.3 lift number signs nr *** *** *** AI120.4 hose reel signs nr *** *** *** AI120.5 disabled wc signs nr *** *** *** AI120.6 disabled lift signs nr *** *** *** AI120.7 disabled toilets emergency call signs nr *** *** *** AI120.8 emergency alarm push button signs nr *** *** *** AI120.9 braille on lift jamb signs nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ110.2 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ110.3 15 mm thick; to wall of hose reel cabinet m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.2 10 mm thick; to receive emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162.1 2 hours fired rated boards; 10 mm thick; fixed to metal sections m2 *** *** *** Wall linings; hanger walls; as Drawing nr LCC300/31/A04/502 AJ162.2 calcium silicate fire rated board; comprise 2 layers of 9mm 2 hours fire rated board; sandwich thermal insulation; 70mm G.M.S. channel on S.S. shims bolt fixed to underside of concrete slabs at 75mm c/c; inclusive of G.M.S. supporting members with 2 hours FRP m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors Cement and sand (1:3) render; waterproofed; as Architectural Specification, section 67.2 AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** *** Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.2 with steel fabric reinforcement; 90 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.3 with steel fabric reinforcement; nominally 100 mm thick; to receive vinyl floor m2 *** *** *** AJ232.4 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** *** Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high Cement and sand (1:3)plaster; as Architectural Specification section 67.2 AJ321.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 8.0 to 9.5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.3 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 9.5 to 11.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.4 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ710.1 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m2 *** *** *** AJ710.2 15 mm thick; to receive 150 mm high vinyl skirting m2 *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ710.3 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m2 *** *** *** AJ710.4 15 mm thick; to receive 150 mm high vinyl skirting m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like (Cont'd) Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.2 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** TILING Walls and columns Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.1 size 147 x 147 x 7 mm thick; matt finish m2 *** *** *** Ceramic external corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.2 size 50 x 50 x 7 mm thick; matt finish m *** *** *** Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.3 size 50 x 50 x 7 mm thick; matt finish m *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK130.4 size 147 x 147 x 7 mm thick; matt finish m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- TILING Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK230 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices and the like Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** *** AK530.2 coved; 9mm thick; 150 mm high skirting; to form external angle nr *** *** *** AK530.3 coved; 9mm thick; 150 mm high skirting; to form internal angle nr *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK530.4 coved; 9mm thick; 150 mm high skirting m *** *** *** FLEXIBLE SHEETING AND TILING Floors Sheeting and rolls; as Appendix AA to Particular Specification, section M50 AL111 3 mm thick vinyl m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- FLEXIBLE SHEETING AND TILING Skirtings, kerbs, channels, wall strings, open strings, curb strings and the like Coved resilient sheeting; as Appendix AA to Particular Specification, section M50 AL391.1 3 mm thick vinyl x 150 mm high skirting m *** *** *** Coved resilient sheeting; as Appendix AA to Particular Specification, section M50; to circular surfaces AL391.2 3 mm thick vinyl x 150 mm high skirting m *** *** *** CEILING SYSTEMS Acoustic mineral fibre tile; type 11; with rectangular edge; 600 x 600 mm wide; with matt finish surface pores of random pattern to the approval of the Engineer; exposed aluminium 24mm tee arid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500 - 2000 mm AM130.1 25 mm thick; 1 hour fire rating m2 *** *** *** Lay-in mineral fibre tile; type 12; with rectangular edge; moisture resistant; 600 x 600mm with scrubbable vinyl plastic paint finish; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: 1500 - 2000 mm AM130.2 25mm thick m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM130.3 25mm thick m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSP4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Double layer suspended ceiling; type 14; durasteel metal ceiling as top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; acoustic mineral fibre tile as bottom layer; with rectangular edge: 600 x 600 mm wide; with matt finish with surface pores of random pattern to the approval of Engineer; exposed aluminium 24 mm tee grid system with powder coated finish; suspended on frame of durasteel metal ceiling; threaded hangers rods; as Appendix AA to Particular Specification, section K40 Depth of suspension; not exceeding 1000 mm AM930 top layer 6 mm thick and bottom layer 25 mm thick; 2 hours fire rating m2 *** *** *** SANITARY ACCESSORIES AN100.1 Paper hand towel dispensers; T7J; stainless steel; fixed to concrete block wall nr *** *** *** AN100.2 Paper hand towel dispensers; T7J; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN300 Electric hand dryers; T7H; fixed to reinforced concrete wall nr *** *** *** AN400.1 Toilet roll holders; stainless steel; fixed to concrete block wall nr *** *** *** AN400.2 Toilet roll holders; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN600.1 Soap dispensers; stainless steel surface; fixed to concrete block wall nr *** *** *** AN600.2 Soap dispensers; stainless steel surface; counter top mounted nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES AN900.1 Folding handrail; stainless steel; 32 mm diameter; 2 mm (min) thick; 700 mm long; including base plate and all other necessary accessories; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.2 Grab rail; stainless steel; 32 mm diameter; 2 mm (min) thick; 600 mm long; including 80 mm diameter x 30 mm thick stainless steel flange; to reinforced concrete walls; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.3 Waste bins; fixed to reinforced concrete wall nr *** *** *** AN900.4 Waste bins; fixed to concrete block wall nr *** *** *** AN900.5 Stainless steel hook; fixed to concrete block walls; as Drawing nr LCC300/31/A40/901 nr *** *** *** Seating; proprietary bench; wall mounted; type T6R; 19mm thick plastic laminated plywood with rubber protected rounded edge; 20 x 20mm hollow section stainless including hangers and shoe rack; as Drawing nr LCC300/31/A60/435 AN900.6 bench size 900 x 300 x 450 mm high nr *** *** *** AN900.7 bench size 1200 x 300 x 450 mm high nr *** *** *** GLASS WALLING AND SPECIALIST GLAZING Framed glass screens Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/422 AQ410.1 size of typical bay 600 x 2450 mm high m2 *** *** *** AQ410.2 size of typical bay 2100 x 2450 mm high m2 *** *** *** AQ410.3 size of typical bay 2400 x 2450 mm high m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/422 (Cont'd) AQ410.4 size of typical bay 2700 x 2450 mm high m2 *** *** *** AQ410.5 size of typical bay 600 x 2450 mm high m2 *** *** *** AQ410.6 size of typical bay 900 x 2450 mm high m2 *** *** *** AQ410.7 size of typical bay 2100 x 2450 mm high m2 *** *** *** AQ410.8 size of typical bay 2400 x 2450 mm high m2 *** *** *** Structural sealant concealed framing; stainless steel; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/424 AQ410.9 size of typical bay 900 x 2450 mm high m2 *** *** *** AQ410.10 size of typical bay 1200 x 2450 mm high m2 *** *** *** AQ410.11 size of typical bay 1550 x 2450 mm high m2 *** *** *** AQ410.12 size of typical bay 2400 x 2450 mm high m2 *** *** *** Clear toughened laminated glass; 12 mm thick; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.1 fixed to stainless steel framing; size of typical bay 600 x 2450 mm high m2 *** *** *** AQ420.2 fixed to stainless steel framing; size of typical bay 900 x 2450 mm high m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Clear toughened laminated glass; 12 mm thick; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 (Cont'd) AQ420.3 fixed to stainless steel framing; size of typical bay 1200 x 2450 mm high m2 *** *** *** AQ420.4 fixed to stainless steel framing; size of typical bay 1550 x 2450 mm high m2 *** *** *** AQ420.5 fixed to stainless steel framing; size of typical bay 2100 x 2450 mm high m2 *** *** *** AQ420.6 fixed to stainless steel framing; size of typical bay 2400 x 2450 mm high m2 *** *** *** AQ420.7 fixed to stainless steel framing; size of typical bay 2700 x 2450 mm high m2 *** *** *** GENERAL GLAZING Mirrors AS500.1 Mirror; stainless steel; 6 mm thick; 450 x 900 mm high; vandal resistant; mounted to wall; including fixing bolt nr *** *** *** Glass mirror; 6 mm thick; with 18 mm thick backing board; stainless steel angle frame; stainless steel screw, sealant and sealing tape; as drawing nr. LCC300/31/A60/407 AS500.2 size 450 x 600 mm high nr *** *** *** AS500.3 size 1400 x 900 mm high nr *** *** *** AS500.4 size 1900 x 900 mm high nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.1 *** ----------
Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF4.1 : Duty Free - ABWF Page No. LSF4.1/1 *** Page No. LSF4.1/2 *** Page No. LSF4.1/3 *** Page No. LSF4.1/4 *** Page No. LSF4.1/5 *** Page No. LSF4.1/6 *** Page No. LSF4.1/7 *** Page No. LSF4.1/8 *** Page No. LSF4.1/9 *** Page No. LSF4.1/10 *** Page No. LSF4.1/11 *** Page No. LSF4.1/12 *** Page No. LSF4.1/13 *** Page No. LSF4.1/14 *** Page No. LSF4.1/15 *** Page No. LSF4.1/16 *** Page No. LSF4.1/17 *** Page No. LSF4.1/18 *** Page No. LSF4.1/19 *** Page No. LSF4.1/20 *** Page No. LSF4.1/21 *** Page No. LSF4.1/22 *** Page No. LSF4.1/23 *** Page No. LSF4.1/24 *** Page No. LSF4.1/25 *** Page No. LSF4.1/26 *** Page No. LSF4.1/27 *** Page No. LSF4.1/28 *** Page No. LSF4.1/29 *** Page No. LSF4.1/30 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSF4.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PAINTING Emulsion paint; with one coat thinned with water in accordance with the manufacturer's recommendation and two unthinned coat; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coat; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319 type L1; fixed to galvanised steel nr *** *** *** Bolts AD339 type FB1; fixed to galvanised steel nr *** *** *** Closers and selectors: as Appendix AA to Particular Specification, section P21 Door closers AD490 type CL1A; fixed to galvanised steel nr *** *** *** Handles with backplates: as Appendix AA to Particular Specification, section P21 Pull handles AD520 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700 Type Kl; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810 type ST1; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF4.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Dust proof strike AD890.1 type ECS; fixed to galvanised steel nr *** *** *** Co-ordinator AD890.2 type DC1; fixed to galvanised steel nr *** *** *** METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE300 1650mm width x 2250mm high nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ121.1 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification section P35; to circular surfaces AJ121.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Walls and columns (Cont'd) Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.2 10 mm thick; to receive emulsion paint m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ169.1 fixed to acoustic plaster m2 *** *** *** Acoustic transparent membrane; to circular surface; as Particular Specification section P35 AJ169.2 fixed to acoustic plaster m2 *** *** *** Floors Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSF4.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams; 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Acoustic plaster; with density not less than 48kg/m2; as Particular Specification P35 AJ321.2 50 mm thick; to receive acoustically transparent membrane m2 *** *** *** Acoustic transparent membrane; as Particular Specification section P35 AJ369 fixed to acoustic plaster m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.2 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F4 : Duty Free Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF4.2 : Duty Free Plant Rooms - ABWF Page No. LSF4.2/1 *** Page No. LSF4.2/2 *** Page NO. LSF4.2/3 *** Page NO. LSF4.2/4 *** Page No. LSF4.2/5 *** Page No. LSF4.2/6 *** Page No. LSF4.2/7 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSF4.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSF4.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PRECAST CONCRETE Lintels: concrete class 40/20 H809.1 cross sectional area 140 x 200 mm in depth; nominally 73 kg per metre m *** *** *** H809.2 cross sectional area 140 x 200 mm in depth; nominally 75 kg per metre m *** *** *** H900 Precast reinforced concrete bollard; type X1A; 300mm diameter; 1500 mm long; with 25 x 25 mm recess; as Drawing nr LCC300/31/A24/704 nr *** *** *** STRUCTURAL METALWORK Fabrication of members for frames: weldable structural Steel to Grade 43A to BS 4360 Columns; 120 x 80 x 5mm thick square hollow sections ?311 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10 mm M391.2 straight on plan t *** *** *** Cap plates; 120 x 80 x 3 mm M391.3 straight on plan t *** *** *** Erection of members for frames: weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** M690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** M690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladders; stringers 40 mm diameter; min 3 mm thick; rungs 20 mm diameter; including safety hoops and return stringers N130 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** Stainless steel tubular to BS 6323 : Part 1 and BS 6323 : Part 8 Handrails to public ramps; comprising 50 mm diameter x 3 mm thick top and intermediate rails, handrail brackets and cover plates, fixed to concrete at 1200 mm centres; as Drawing nr LCC300/31/A30/009 N140.1 overall height 350 mm m *** *** *** Stainless steel tubular to BS 6323 : Part 1 and BS 6323 : Part 8 (Cont'd) Railings to public ramps; comprising 50 mm diameter x 3 mm thick top and intermediate rails, standards and cover plates fixed to concrete at 1200 mm centres; as Drawing nr LCC300/31/A30/009 N140.2 exposed height 850 mm m *** *** *** Stainless steel Miscellaneous framing N161 angle section; 60 x 60 x l0mm m *** *** *** Galvanised iron to BS 3049 N140.3 Guard rail; 50 mm diameter tube with flanged ends; 1000 x 1700 x 1000 mm high above ground floor; including finishes; as Drawing nr LCC300/31/A24/701 m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R116 depth 225 mm m2 *** *** *** Concrete pavements Carriageway slabs; concrete grade 30/20 R425 depth 190 mm m2 *** *** *** Steel fabric reinforcement to BS 4483 R445 nominal mass 5-6 kg/m2; fabric reference C636 m2 *** *** *** Deformed mild steel bar reinforcement to BS4449 R476 nominal size 20 mm t *** *** *** ??80 Waterproofing membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Joints in concrete pavements Isolation joints R595 depth of joints 150-200 mm; 10 mm thick approved compressible joint filler; top pointed with 20 x 20 mm deep approved joint sealant on bond breaker tape m *** *** *** Kerb channels and edgings Precast concrete kerbs of Highways Department types Kl, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Kerb channels and edgings (Cont'd) In situ concrete kerbs and edging R644 drops; concrete grade 40/20; 1500 x 750 x 125 mm (max) high; as Drawing nr LCC300/31/A24/707 nr *** *** *** R690 Type W4A kerb; approximate size 2100 x 150 (average) x 250 mm high; as Drawing nr LCC300/31/A24/705 nr *** *** *** Light duty Payments Hardcore base; well consolidated R723 depth 60-100 mm m2 *** *** *** R780 Precast concrete block; 100 x 200 x 60 mm thick; laid in herringbone pattern; on and including 30 mm thick sand course m2 *** *** *** Ancil1aries Surface markings conforming to the diagrams or reference stated in the item descriptions, which are taken from the Transport Planning and Design Manual, volume 3 Chapter 5 - Road markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R824 continuous parking lines m *** *** *** R825 intermittent lines; road traffic (traffic control) regulation 1989 edition m *** *** *** R890 Wall guard; type WOA; galvanised mild steel; overall size 90 x 90 x 1200 mm high; including all necessary fixing accessories and finishes; as Drawing nr LCC300/31/A24/701 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0N/mm2 stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 140mm, U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm; 2 hours fire rating U511.2 vertical straight walls m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300mm wide m *** *** *** U583 movement joints; fire rated filler; 140 mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- PAINTING Emulsion paint: anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Synthetic paint; with one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** Anti-dust sealer; with one coat polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** -------------------------------------------------------------------------------------------------------------- TO Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MISCELLANEOUS WORKS Fences Metal crash barriers X181.1 type W1B; 10500mm long x 800mm high nr *** *** *** X181.2 type W2A; galvanised mild steel; a set of four circular rail; height not exceeding 1 m above finished floor level; including finishes; as Drawing nr LCC300/31/A60/132 nr *** *** *** X181.3 type W2B; galvanised mild steel; a set of four circular rail; height not exceeding 1 m above finished floor level; including finishes; as Drawing nr LCC300/31/A60/132 nr *** *** *** Gates and stiles Metal field gates X234 type W5; galvanised iron; width 2.5-3m; 1100mm high from finished floor level; including finishes; as Drawing nr LCC300/31/A24/701 nr *** *** *** IRONMONGERY Hinges: as Appendix AA to Particular Specification, section P21 AD290 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts: as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to galvanised steel nr *** *** *** AD319.2 type L3; fixed to galvanised steel nr *** *** *** Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** -------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Panic bolt AD339.2 type ED2; fixed to galvanised steel nr *** *** *** AD339.3 type ED3; fixed to galvanised steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to galvanised steel nr *** *** *** AD490.3 type CL2A; fixed to galvanised steel nr *** *** *** Handles with backplates; as Appendix AA to Particular Specification, section P21 Pull handles AD520 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** Push plates; as Appendix AA to Particular Specification, section P21 AD600 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 740 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.3 Type K1; 1040 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810 type ST1; fixed to galvanised steel nr *** *** *** Wall bumper AD840 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** Threshold AD890.1 type T1; fixed to galvanised steel nr *** *** *** Dust proof strink AD890.2 type ECS nr *** *** *** co-ordinator AD890.3 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.), head and jamb type A AE100.1 1350mm width x 2150mm high nr *** *** *** AE100.2 1950mm width x 2250mm high nr *** *** *** Half hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with paint finish; door type 06; door frame width 210mm (max.); head and jamb type A AE220 2250mm width x 2150mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AE320.1 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.2 2250mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE320.3 1650mm width x 2150mm high nr *** *** *** AE320.4 2550mm width x 2150mm high nr *** *** *** METAL SHUTTERS, WINDOWS AND LOUVRES Shutters Non-fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF121 stainless steel; exposed rail; standard hood (fixed inside room); typhoon resistant; approximate size 6800 x 4740mm high nr *** *** *** SPECIALIST ARCHITECTURAL METALWORK Metal fire hose reel cabinets AH200.1 Sprinkler Control Valve doors; stainless steel; including door frame; 6 nos. of door panels; overall size 3500 x 1465mm high; as Drawing nr LCC300/31/A24/321 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No.1 LSF5.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal fire hose reel cabinets (Cont'd) AH200.2 Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; size 1190 x 860mm high x 150mm thick; all associated ironmongery; as Drawing nr LCC300/31/A24/301 and 302 nr *** *** *** Ancillaries AH840.1 Metal guard rail; twin rail; stainless steel; to dog kennel; circular bent; including 2 nos. of vertical post and all other fixing accessories; each module are of 2100 mm x 850 mm high from finished floor level; as Drawing nr LCC300/31/A24/716 m *** *** *** AH840.2 Metal guard rail; twin rail; stainless steel; to loading bay; circular bent; including 9 nos. of vertical post and all other fixing accessories; 12000 long x 850mm high from finished floor level; as Drawing nr LCC300/31/A24/716 m *** *** *** AH890.1 Stainless steel feature moulding stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall; as Appendix AA to Particular Specification, section H75 and Drawing nr LCC300/31/A24/901 m *** *** *** AH890.2 Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; as Drawing nr LCC300/31/A24/305 nr *** *** *** AH890.3 Cast iron; 25mm thick 600 x 300mm channel cover; as Drawing nr LCC300/31/A24/605 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSF5.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SIGNS AND ADVERTISING PANELS Signs Illuminated; as Drawing nr LCC300/31/A70/001 AI110 exit signs nr *** *** *** Non-illuminated; vinyl graphics as Drawing nr LCC300/31/A70/001 AI120.1 hose reel signs nr *** *** *** AI120.2 sprinkler inlet signs nr *** *** *** AI120.3 fire alarm signs nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; waterproof; as Architectural Specification section 67.2 AJ110 15mm thick; to wall of hose reel cabinet m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10mm thick; to receive emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.2 10mm thick; to receive emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A04/156 AJ162 2 hours fire rated board; 10mm thick; fixed to m2 *** *** *** metal sections ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors Cement and sand (1:3) render; waterproof; as Architectural Specification section 67.2 AJ210 25mm thick; to floor of hose reel cabinet m2 *** *** *** Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232 with steel fabric reinforcement; 100mm thick; to receive anti-dust sealer m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproof; as Architectural Specification section 67.2 AJ310 25mm thick; to soffit of hose reel cabinet m2 *** *** *** Ceilings including sides and soffits of attached beam; 3.5-5m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321 15mm thick; to receive anti-fungal emulsion paint m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25 mm thick; 150 mm high skirting to receive anti-dust sealer m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.2 coved at base; 25 mm thick; 150 mm high skirting to receive anti-dust sealer m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F5 : Shared Facilities Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF5.1 : Shared Facilities - ABWF Page No. LSF5.1/1 *** Page No. LSF5.1/2 *** Page No. LSF5.1/3 *** Page No. LSF5.1/4 *** Page No. LSF5.1/5 *** Page No. LSF5.1/6 *** Page No. LSF5.1/7 *** Page No. LSF5.1/8 *** Page No. LSF5.1/9 *** Page No. LSF5.1/10 *** Page No. LSF5.1/11 *** Page No. LSF5.1/12 *** Page No. LSF5.1/13 *** Page No. LSF5.1/14 *** Page No. LSF5.1/15 *** Page No. LSF5.1/16 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSF5.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Stainless steel Miscellaneous framing N161.1 angle section 100 x 100 x 5 mm thick m *** *** *** N161.2 angle section 200 x 100 x 5 mm thick m *** *** *** PAINTING Anti-dust sealer; with one polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V933 surfaces inclined at an angle exceeding 60 degree to the horizontal m *** *** *** WATERPROOFING Damp Proofing Waterproof coating; 2 coats bitumen coating W141 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W143 surface inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** W147 surface of width 300mm - 1m m *** *** *** METAL SHUTTERS, WINDOWS AND LOUVRES Louvres External louvre with insect mesh; weatherproofed; including framing, mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/451-460 AF301.1 type L-02; stainless steel; overall size 5390 x 3540mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Louvres (Cont'd) External louvre with insect mesh; weatherproofed; including framing, mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/451-460 (Cont'd) AF301.2 type L-03; stainless steel; overall size 8290 x 3540mm high; including 2 nos. of openable panels nr *** *** *** AF301.3 type L-04; stainless steel; overall size 10950 x 6970mm high; including 2 nos. of openable panels nr *** *** *** AF301.4 type L-05; stainless steel; overall size 3850 x 6970mm high; including 2 nos. of openable panels nr *** *** *** AF301.5 type L-06; stainless steel; overall size 10950 x 3540mm high; including 6 nos. of openable panels nr *** *** *** AF301.6 type L-07; stainless steel; overall size 10950 x 2225mm high nr *** *** *** AF301.7 type L-08; stainless steel; overall size 2650 x 2225mm high nr *** *** *** AF301.8 type L-09; stainless steel; overall size 7450 x 2225mm high nr *** *** *** AF301.9 type L-10; stainless steel; overall size 3850 x 2225mm high nr *** *** *** AF301.10 type L-ll; stainless steel; overall size 5390 x 2230mm high nr *** *** *** AF301.11 type L-12; stainless steel; overall size 8290 x 2225mm high nr *** *** *** AF301.12 type L-32; stainless steel; overall size 4750 x 1150mm high nr *** *** *** AF301.13 type L-33; stainless steel; overall size 550 x 550mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Louvres (Cont'd) External louvre with insect mesh; weatherproofed; including framing, mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/451-460 (Cont'd) AF309.1 type L-16; PVF2 finished aluminium; overall size 7150 x 3205mm high nr *** *** *** External louvre with insect mesh; weatherproofed; fixed to stainless steelbracing (measured separately); including framing, aluminium moulding; mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901, 902 and LCC300/31/A40/456-460 AF309.2 type L-21; PVF2 finished aluminium; overall size 6900 x 3205mm high nr *** *** *** AF309.3 type L-22; PVF2 finished aluminium; including 2 nos. of openable louvre panels; overall size 3800 x 3205mm high nr *** *** *** AF309.4 type L-23; PVF2 finished aluminium; overall size 47200 x 3205mm high nr *** *** *** AF309.5 type L-24; PVF2 finished aluminium; overall size 32300 x 3205mm high nr *** *** *** AF309.6 type L-25; PVF2 finished aluminium; overall size 55200 x 3205mm high nr *** *** *** AF309.7 type L-26; PVF2 finished aluminium; including 2 nos. of openable louvre panel; overall size 11900 x 3205mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 AG161 walls and attached columns; 2.5 - 3.0m2 m2 *** *** *** AG163.1 ceiling including sides and soffits of attached beams; 1.5 - 2.0m2; 6.5 - 8.0m high m2 *** *** *** AG163.2 ceiling including sides and soffits of attached beams; 2.0 - 2.5m2; 6.5 - 8.0m high m2 *** *** *** Proprietary aluminium cladding trim to edge beam; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/611 to /617 AG163.3 ceilings including sides and soffits of attached beams; not exceeding 1.0m2, 6.5-8.0m high m2 *** *** *** AG163.4 ceilings including sides and soffits of attached beams; 1.0-1.5m2, 6.5-8.0m high m2 *** *** *** AG163.5 ceilings including sides and soffits of attached beams; 2.5-3.0m2, 6.5-8.0m high m2 *** *** *** AG163.6 ceilings including sides and soffits of attached beams; 1260 x 2400mm, 6.5-8.0m high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding (Cont'd) Proprietary aluminium cladding trim to edge beam; PVF2, 3 coat Kynar 500; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/611, 612 AG165.1 coping; approximate size 2260 x 1693mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam; PVF2, 3 coat Kynar 500; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/613 AG165.2 coping; approximate size 2000 x 1904mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam along grid line 1-6,22-27; PVF2, 3 coat Kynar 500; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/201 AG165.3 copings; approximate size 1725 x 1390mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam along grid line 6-22; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/201 AG165.4 copings; approximate size 1725 x 1390mm high (extreme) m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding (Cont'd) Proprietary aluminium cladding trim; PVF2, 3 coat Kynar 500; to edge beam along grid line 1-5, 23-27; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/202 AG165.5 copings; approximate size 1725 x 1390mm high (extreme) m *** *** *** Proprietary aluminium cladding trim; PVF2, 3 coat Kynar 500; to edge beam along grid line 5-9; 19-23; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/202 AG165.6 copings; approximate size 1725 x 1390mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam; PVF2, 3 coat Kynar 500; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/614 AG165.7 copings approximate size 1100 x 1710mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam; PVF2, 3 coat Kynar 500; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/615 AG165.8 copings; approximate size 2260 x 1540mm high (extreme) m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding (Cont'd) Proprietary aluminium cladding trim PVF2, 3 coat Kynar 500; to edge beam along grid line 5-25; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A60/616 AG165.9 copings; approximate size 815 x 1710mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam along grid line 1; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/203 AG165.10 copings; approximate size 2925 x 1390mm high (extreme) m *** *** *** Proprietary aluminium cladding trim to edge beam along grid line 27; including mastic sealant joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification section H31 and Drawing nr LCC300/31/A23/203 AG165.11 copings; approximate size 2925 x 1390mm high (extreme) m *** *** *** SPECIALIST ARCHITECTURAL METALWORK Ancillaries AH890 Stainless steel fins; stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall; as Appendix AA to Particular Specification Section H75 and Drawing nr LCC300/31/A24/901 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas Framing; PVF2 coated aluminium; steel subframe grey/silver colour; 3mm (minimum) thick film; including approved insulation and weather/moisture resistant board at upper sides; neoprene gasket movement joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A04/518, A23/101-119, except 103 and 104/A60/611 to 617 AP110.1 size of typical bay 1200 x 720mm high m2 *** *** *** AP110.2 size of typical bay 1200 x 850mm high m2 *** *** *** AP110.3 size of typical bay 1200 x 1200mm high m2 *** *** *** AP110.4 size of typical bay 1200 x 1405mm high m2 *** *** *** AP110.5 size of typical bay 1200 x 1440mm high m2 *** *** *** AP110.6 size of typical bay 1800 x 1200mm high m2 *** *** *** AP110.7 size of typical bay 2100 x 600mm high m2 *** *** *** AP110.8 size of typical bay 2100 x 1200mm high m2 *** *** *** AP110.9 size of typical bay 2400 x 600mm high m2 *** *** *** AP110.10 size of typical bay 2400 x 720mm high m2 *** *** *** AP110.11 size of typical bay 2400 x 820mm high m2 *** *** *** AP110.12 size of typical bay 2400 x 850mm high m2 *** *** *** AP110.13 size of typical bay 2400 x 1059mm high m2 *** *** *** AP110.14 size of typical bay 2400 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 2 : 28 October 2002 LSF6.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Framing; PVF2 coated aluminium; steel subframe grey/silver colour; 3mm (minimum) thick film; including approved insulation and weather/moisture resistant board; neoprene gasket movement joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A04/518, A23/101-119, except 103 and 104/A60/611 to 617 (Cont'd) AP110.15 size of typical bay 2400 x 1405mm high m2 *** *** *** AP110.16 size of typical bay 2400 x 1440mm high m2 *** *** *** Framing; openable; PVF2 coated aluminium; grey/silver colour; 3mm (minimum) thick film; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101, 102, 106 AP110.17 size of typical bay 1200 x 1405mm high m2 *** *** *** AP110.18 size of typical bay 1200 x 2095mm high m2 *** *** *** Proprietary tinted tempered glass; 10mm (minimum) thick; including structure sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101-119 except 103 and 104 AP120.1 fixed to aluminium framing; size of typical bay 1200 x 850mm high m2 *** *** *** AP120.2 fixed to aluminium framing; size of typical bay 1200 x 1200mm high m2 *** *** *** AP120.3 fixed to aluminium framing; size of typical bay 1200 x 1405mm high m2 *** *** *** AP120.4 fixed to aluminium framing; size of typical bay 1200 x 2095mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 2 : 28 October 2002 LSF6.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Proprietary tinted tempered glass; 10mm (minimum) thick; including structure sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101-119 except 103 and 104 (Cont'd) AP120.5 fixed to aluminium framing; size of typical bay 1800 x 1200mm high m2 *** *** *** AP120.6 fixed to aluminium framing; size of typical bay 2100 x 600mm high m2 *** *** *** AP120.7 fixed to aluminium framing; size of typical bay 2100 x 1200mm high m2 *** *** *** AP120.8 fixed to aluminium framing; size of typical bay 2400 x 720mm high m2 *** *** *** AP120.9 fixed to aluminium frame; size of typical bay 2400 x 820mm high m2 *** *** *** AP120.10 fixed to aluminium framing; size of typical bay 2400 x 850mm high m2 *** *** *** AP120.11 fixed to aluminium framing; size of typical bay 2400 x 1059mm high m2 *** *** *** AP120.12 fixed to aluminium frame; size of typical bay 2400 x 1200mm high m2 *** *** *** AP120.13 fixed to aluminium framing; size of typical bay 2400 x 1405mm high m2 *** *** *** AP120.14 fixed to aluminium framing; size of typical bay 2400 x 1440mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 2 : 28 October 2002 LSF6.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Green tinted tempered glass; 6mm (minimum) thick; including structural sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101-119 except 103 and 104 AP120.15 fixed to aluminium framing; size of typical bay 1200 x 720mm high m2 *** *** *** AP120.16 fixed to aluminium framing; size of typical bay 1200 x 1200mm high m2 *** *** *** AP120.17 fixed to aluminium framing; size of typical bay 1200 x 1440mm high m2 *** *** *** AP120.18 fixed to aluminium framing; size of typical bay 2400 x 600mm high m2 *** *** *** AP120.19 fixed to aluminium frame; size of typical bay 2400 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 2 : 28 October 2002 LSF6.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- NOT USED ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.1 F6.1 : Station Facade ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF6.1 : Station Facade Page No. LSF6.1/1 *** Page No. LSF6.1/2 *** Page No. LSF6.1/3 *** Page No. LSF6.1/4 *** Page No. LSF6.1/5 *** Page No. LSF6.1/6 *** Page No. LSF6.1/7 *** Page No. LSF6.1/8 *** Page No. LSF6.1/9 *** Page No. LSF6.1/10 *** Page No. LSF6.1/11 *** Page No. LSF6.1/12 *** Page No. LSF6.1/13 *** Page No. LSF6.1/14 *** -------------------------------------------------------------- Total of Lump Sum Item LSF6.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Anti-dust sealer; with one polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V933 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** METAL SHUTTERS, WINDOWS AND LOUVRES Windows Windows; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002, A40/401-403 AF209.1 stainless steel; size 10950 x 1200mm high nr *** *** *** AF209.2 stainless steel; size 1190 x 1190mm high nr *** *** *** AF209.3 stainless steel; size 4800 x 1120mm high nr *** *** *** AF209.4 PVF2 coated aluminium; size 1190 x 1190mm high nr *** *** *** AF209.5 PVF2 coated aluminium; openable size 1190 x 1190mm high nr *** *** *** Windows; top and bottom frame fixed; mullion and lower butt jointed; as Appendix AA to Particular Specification, section L10and Drawing nr LCC300/31/A23/001, 002 and A40/403 AF209.6 PVF2 coated aluminium; size 5000 x 1200mm high nr *** *** *** AF209.7 PVF2 coated aluminium; size 13600 x 1200mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Louvres External louvre with insect mesh; weatherproofed; including framing, mastic sealants, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/451-460 AF301.1 type L-01; stainless steel; overall size 11530 x 3540mm high; including 2 nos. of openable louvre panels nr *** *** *** AF301.2 type L-13; stainless steel; overall size 95750 x 2230mm high nr *** *** *** AF301.3 type L-14; stainless steel; overall size 11530 x 2230mm high nr *** *** *** AF301.4 type L-15; stainless steel; overall size 11530 x 2230mm high nr *** *** *** AF301.5 type L-33; stainless steel; overall size 550 x 550mm high nr *** *** *** AF309.1 type L-17; PVF2 finished aluminium; overall size 19150 x 1150mm high nr *** *** *** AF309.2 type L-18; PVF2 finished aluminium; overall size 19150 x 955mm high nr *** *** *** AF309.3 type L-19; PVF2 finished aluminium; overall size 35425 x 1150mm high nr *** *** *** AF309.4 type L-20; PVF2 finished aluminium; overall size 35425 x 955mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Louvres External louvre with insect mesh; weatherproofed; including framing, aluminium moulding; mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901, 902 and LCC300/31/A40/459-460 AF309.5 type L-27, L-28; PVF2 finished aluminium; with four 90 degree turning and 5 nos of openable louvre panel; overall size 71200 x 4610mm high nr *** *** *** AF309.6 type L-29, L-30; PVF2 finished aluminium; with four 90 degree turning and 3 nos of openable louvre panel; overall size 52000 x 4610mm high nr *** *** *** External louvre with insect mesh; 2 hours fire rated; weatherproofed; including framing, mastic sealants, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A24/901 and LCC300/31/A40/451-460 AF301.6 type L-31 stainless steel; overall size 10950 x 2230mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/3 Contract No. LCC-300 Rev. 1: 28 June 2002 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING System metal cladding Aluminium polyvinylidene (PVF2); 3 coats Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 AG161.1 walls and attached columns; 1.0-1.5m2 m2 *** *** *** AG161.2 walls and attached columns; 1.5-2.0m2 m2 *** *** *** AG161.3 walls and attached columns; 2.0-2.5m2 m2 *** *** *** AG161.4 walls and attached columns 2.5-3.0m2 m2 *** *** *** AG163.1 ceiling including sides and soffits of attached beams; not exceeding 1m2; 6.5 - 8.0m high m2 *** *** *** AG163.2 ceiling including sides and soffits of attached beams; 2.0 - 2.5m2; 6.5 - 8.0m high m2 *** *** *** Aluminium polyvinylidene (PVF2); 3 coats Kynar 500 panels; stainless steel fins (hairline) on one side; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Particular Specification, section H31 AG161.5 walls and attached columns m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Ancillaries AH890.1 Stainless steel fins; stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall; as Appendix AA to Particular Specification, section H75 and Drawing nr LCC300/31/A24/901 m *** *** *** AH890.2 Stainless steel copings; stainless steel; grade 4; 3mm thick; hairline finish; fixed to stainless steel shims and bolts; to reinforced concrete wall as Appendix AA to Particular Specification, section H75 and Drawing nr LCC300/31/A24/901 m *** *** *** AH890.3 PVF2 coat aluminium panel (ref.W338B); 3mm thick; fixed to PVF2 coated aluminium window frame; 1190 x 1190mm; as Drawing nr LCC300/31/A40/401 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL GLAZING Glass Laminated clear glass; 6mm thick AS134.1 area 0.5-1m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** Laminated clear glass; 8mm thick AS134.2 area 0.5-1m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** AS135.1 area 1.4m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** AS135.2 area 1.7m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** Laminated toughtened glass; 6mm thick; 2 hour fire rated m2 *** *** *** AS135.3 area 0.5-1m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** AS135.4 area 1.4m2; glazing to PVF2 coated aluminium windows; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- NOT USED ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.2/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.2 F6.2 : Immigration Facade ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF6.2 : Immigration Facade Page No. LSF6.2/1 *** Page No. LSF6.2/2 *** Page No. LSF6.2/3 *** Page No. LSF6.2/4 *** Page No. LSF6.2/5 *** Page No. LSF6.2/6 *** Page No. LSF6.2/7 *** Page No. LSF6.2/8 *** Page No. LSF6.2/9 *** -------------------------------------------------------------- Total of Lump Sum Item LSF6.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF6.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- NOT USED ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.3/1 Contract No. LCC-30C Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.3/2 Contract No. LCC-30C Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF6.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F6 : External Facade Lump Sum Item LSF6.3 F6.3 : Not Used ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF6.3 : Not Used Page No. LSF6.3/1 *** Page No. LSF6.3/2 *** Page No. LSF6.3/3 *** -------------------------------------------------------------- Total of Lump Sum Item LSF6.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSF6.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of reinforced concrete Curbs; concrete category B F692 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** PAINTING Synthetic paint; with one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** V915 Isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- WATERPROOFING Roofing: to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-103 Waterproofing covering; proprietary sheet membrane to the approval of Engineer; 2mm thick; two coats W341 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W346 surfaces of width not exceeding 300mm m *** *** *** Rendering in proprietary waterproof cement render; 25mm(min) thick including sealant joint fillers W361 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W366 surfaces of width not exceeding 300mm m *** *** *** W367 surfaces of width 300mm-1m m *** *** *** Sand and cement screed; fall 1 in 90; 25mm(min) thick W391.1 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** 50mm thick extruded rigid polystyrene insulation board W391.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- WATERPROOFING Roofing: to type 2 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/20l-202 Waterproofing sheeting; polyethylene; 1.8mm thick W334 curved surfaces m2 *** *** *** Sand and cement screed; 10mm (min) thick W394.1 curved surfaces m2 *** *** *** 50mm thick thermal insulation board W394.2 curved surfaces m2 *** *** *** Protective layers; to type 1 and type 2 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-202 Mechanically fastened waterproofing PVC roofing; 1.5mm thick; including movement joint cover strip and forming u-channel W424 curved surfaces m2 *** *** *** Sand and cement screed; 25mm (min) thick W441 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Sand and cement screed; 10mm (min) thick W444 curved surfaces m2 *** *** *** ROOF TILING AND METAL ROOF CLADDING Roof tiling Precast reinforced concrete tiles to BS 368; to the Engineer's review : size : 300 x 300 x 50mm AA111 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METAL WORK Metal access panel doors AH100 Access hatch cover; galvanised iron; approximate 900 x 900mm; including base frame; latch; tongue and associated ironmongery; as Drawing nr LCC300/31/A24/403 nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings open strings, curb strings, cornices, mouldings and the like; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/A31/101-103 Surface channel (fall 1:100) proprietary waterproof render including sealant joint AJ710.1 225mm wide x 25mm (min) deep channel m *** *** *** AJ710.2 300mm wide x 25mm (min) deep channel m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.1 F7.1 : Station Roof ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF7.1 : Station Roof Page No. LSF7.1/1 *** Page No. LSF7.1/2 *** Page No. LSF7.1/3 *** Page No. LSF7.1/4 *** Page No. LSF7.1/5 *** Page No. LSF7.1/6 *** -------------------------------------------------------------- Total of Lump Sum Item LSF7.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of reinforced concrete Curbs; concrete category B F692 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILIARIES Formwork finish; type F4 Vertical G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** STRUCTUTRAL METALWORK Fabrication of members for frames; weldable structural steel Grade 43A to BS 4360 Trusses and built up girders; 120 x 80 x 5mm; as Drawing nr LCC300/31/A23/401-402 M351 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 Permanent erection M620 Trusses and built up girders; 120 x 80 x 5mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Synthetic paint; one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V913 surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** V914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** WATERPROOFING Roofing; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-103 Waterproofing covering; proprietary sheet membrane to the approval of Engineer; 2mm thick; two coats W341 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W346 surfaces of width not exceeding 300mm m *** *** *** Rendering in proprietary waterproof cement render; 25mm (min) thick; including sealant joint fillers W361 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W366 surfaces of width not exceeding 300mm m *** *** *** W367 surfaces of width 300mm-1m m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- WATERPROOFING Roofing; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-103 (Cont'd) Sand and cement screed; fall 1 in 90; 25mm(min) thick W391.1 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** 50mm thick extruded rigid polystyrene insulation board W391.2 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Protective layers; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-103 Sand and cement screed; 25mm (min) thick W441 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ROOF TILING AND METAL ROOF CLADDING Roof tiling Precast reinforced concrete tiles; to BS 368; to the Engineer's review; size 200 x 200 x 50mm thick AA111 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** SPECIALIST ARCHITECTURAL METAL WORK Metal access panel doors AH100 Access hatch cover; galvanised iron; approximate 900 x 900mm; including base frame; latch; tongue and associate ironmongery; as Drawing nr LCC302/31/A24/403 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/A31/101-103 Surface channel (fall 1:100) proprietary waterproof render including sealant joint AJ710 300mm wide x 25mm (min) deep channel m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges; The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF Lump Sum Breakdown F7 : Roof Finishes Lump Sum Item LSF7.2 F7.2 : Immigration Roof ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSF7.2 : Immigration Roof Page No. LSF7.2/1 *** Page No. LSF7.2/2 *** Page No. LSF7.2/3 *** Page No. LSF7.2/4 *** Page No. LSF7.2/5 *** Page No. LSF7.2/6 *** -------------------------------------------------------------- Total of Lump Sum Item LSF7.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSF7.2/COL/1 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission [LOGO] KCR [CHINESE CHARACTER] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 4 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Equipment and ancillaries Centrifugal pumps; as shown on Drawing no. LCC300/31/M43/001 BB0101.1 capable of handling 72.5 litre/second at 435 kPa head; at not exceeding 1450r.p.m.; ref:CHP-1 to 10 nr *** *** *** Air cooled chillers; including insulation, all necessary accessories and connections; as shown on Drawing no. Drawing no. LCC300/31/M43/002 BB0101.2 cooling capacity 1515KW; ref: ACC-1 to 8 nr *** *** *** Package type pressurization make-up units; including expansion vessel, makeup water pumps and tanks and all necessary accessories; as shown on Drawing no. LCC300/31/M52/001 & 003 BB0101.3 generally nr *** *** *** Chemical treatment Chemical dosing unit; including chemical feed tank and pump and all necessary accessories; as shown on Drawing no. LCC300/31/M52/001 & 003 BB0101.4 generally nr *** *** *** Instrumentation Pressure gauges; 150mm diameter dial; including cocks and pipework; complete with wooden boards BB0101.5 mounting on or jointing to pipes nr *** *** *** Temperature gauges; 150mm diameter dial BB0101.6 mounting on or jointing to pipes nr *** *** *** Temperature sensors BB0101.7 mounting on or jointing to pipes nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Instrumentation(Cont'd) Flow switches(Cont'd) BB0101.8 mounting on or jointing to pipes; 250mm diameter nr *** *** *** Black steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed sockets or welded joints BB0102.1 32mm diameter m *** *** *** BB0102.2 40mm diameter m *** *** *** BB0102.3 50mm diameter m *** *** *** Fixing to walls, columns and the like; butt welded joints BB0102.4 65mm diameter m *** *** *** BB0102.5 80mm diameter m *** *** *** BB0102.6 100mm diameter m *** *** *** BB0102.7 150mm diameter m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Black steel pipes and fittings; B.S. 1387; heavy grade (Cont'd) Fixing to or suspending from soffits; screwed sockets or welded joints BB0102.8 25mm diameter m *** *** *** BB0102.9 32mm diameter m *** *** *** BB0102.10 40mm diameter m *** *** *** BB0102.11 50mm diameter m *** *** *** Fixing to or suspending from soffits; butt welded joints BB0102.12 65mm diameter m *** *** *** BB0102.13 80mm diameter m *** *** *** BB0102.14 100mm diameter m *** *** *** BB0102.15 125mm diameter m *** *** *** BB0102.16 150mm diameter m *** *** *** Extra over 65mm diameter pipe for BB0102.17 bends nr *** *** *** BB0102.18 tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Black steel pipes and fittings; B.S. 1387; heavy grade (Cont'd) Extra over 65mm diameter pipe for(Cont'd) BB0102.19 reducing tees nr *** *** *** Extra over 80mm diameter pipe for BB0102.20 bends nr *** *** *** BB0102.21 reducing tees nr *** *** *** Extra over 100mm diameter pipe for BB0102.22 bends nr *** *** *** BB0102.23 tees nr *** *** *** BB0102.24 reducing tees nr *** *** *** BB0102.25 reducing crosses nr *** *** *** Extra over 125mm diameter pipe for BB0102.26 reducing tees nr *** *** *** Extra over 150mm diameter pipe for BB0102.27 bends nr *** *** *** BB0102.28 reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Black carbon steel pipes and fittings; electric resistance welded (ERW); B.S. 3600 and B.S. 3601 Fixing to walls, columns and the like; butt welded joints BB0102.29 200mm diameter m *** *** *** BB0102.30 250mm diameter m *** *** *** BB0102.31 350mm diameter m *** *** *** BB0102.32 500mm diameter m *** *** *** Fixing to or suspending from soffits; butt welded joints BB0102.33 200mm diameter m *** *** *** BB0102.34 250mm diameter m *** *** *** BB0102.35 350mm diameter m *** *** *** BB0102.36 450mm diameter m *** *** *** BB0102.37 500mm diameter m *** *** *** Supporting on floors; butt welded joints BB0102.38 200mm diameter m *** *** *** BB0102.39 250mm diameter m *** *** *** BB0102.40 450mm diameter m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Black carbon steel pipes and fittings; electric resistance welded (ERW); B.S. 3600 and B.S. 3601(Cont'd) Extra over 200mm diameter pipe for BB0102.41 bends nr *** *** *** BB0102.42 reducing tees nr *** *** *** Extra over 250mm diameter pipe for BB0102.43 bends nr *** *** *** BB0102.44 reducing tees nr *** *** *** Extra over 350mm diameter pipe for BB0102.45 bends nr *** *** *** BB0102.46 reducing tees nr *** *** *** BB0102.47 reducing crosses nr *** *** *** Extra over 450mm diameter pipe for BB0102.48 bends nr *** *** *** BB0102.49 reducing tees nr *** *** *** Extra over 500mm diameter pipe for BB0102.50 bends nr *** *** *** BB0102.51 reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Black carbon steel pipes and fittings; electric resistance welded (ERW); B.S. 3600 and B.S. 3601(Cont'd) Header pipes; with flanged ends and insulation; 500mm diameter; including 1 No. 450mm diameter inlets and 7 No. 200mm diameter outlets BB0102.52 10m long; for chilled pumps nr *** *** *** Header pipes; with flanged ends and insulation; 500mm diameter; including 7 No. 200mm diameter inlets and 1 No. 450mm diameter outlets BB0102.53 10m long; for chilled pumps nr *** *** *** Header pipes; with flanged ends and insulation; 500mm diameter; including 4 No. 250mm diameter inlets and 1 No. 500mm diameter outlets BB0102.54 28m long; for chillers nr *** *** *** Header pipes; with flanged ends and insulation; 500mm diameter; including 1 No. 500mm diameter inlet and 4 No. 250mm diameter outlets BB0102.55 28m long; for chillers nr *** *** *** Header pipes; with flanged ends and insulation; 500mm diameter; including 1 No. 450mm diameter inlets and 6 No.450mm diameter outlets BB0102.56 5m long; chilled water flow nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER In-line equipment Gate valves; bronze; B.S. 5154 BB0102.57 25mm diameter nr *** *** *** BB0102.58 32mm diameter nr *** *** *** BB0102.59 40mm diameter nr *** *** *** BB0102.60 50mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5150 BB0102.61 65mm diameter nr *** *** *** BB0102.62 80mm diameter nr *** *** *** BB0102.63 100mm diameter nr *** *** *** BB0102.64 150mm diameter nr *** *** *** BB0102.65 200mm diameter nr *** *** *** BB0102.66 250mm diameter nr *** *** *** Gate valves with plugs; cast iron; B.S. 5150 BB0102.67 250mm diameter nr *** *** *** BB0102.68 500mm diameter nr *** *** *** Globe valves; bronze; B.S. 5154 BB0102.69 25mm diameter nr *** *** *** BB0102.70 32mm diameter nr *** *** *** Butterfly valves; B.S. 5155 BB0102.71 200mm diameter nr *** *** *** BB0102.72 250mm diameter nr *** *** *** Check valves; cast iron; B.S. 5154; silent type BB0102.73 200mm diameter nr *** *** *** Double regulating valves; bronze; B.S. 5154 and B.S. 7350 BB0102.74 25mm diameter nr *** *** *** BB0102.75 32mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER In-line equipment(Cont'd) Double regulating valves; bronze; B.S. 5154 and B.S. 7350(Cont'd) BB0102.76 40mm diameter nr *** *** *** BB0102.77 50mm diameter nr *** *** *** Double regulating valves; cast iron; B.S. 5152 and B.S. 7350 BB0102.78 65mm diameter nr *** *** *** BB0102.79 80mm diameter nr *** *** *** BB0102.80 100mm diameter nr *** *** *** BB0102.81 150mm diameter nr *** *** *** BB0102.82 200mm diameter nr *** *** *** BB0102.83 250mm diameter nr *** *** *** Motorized two-way control valves; electric; including actuators BB0102.84 25mm diameter nr *** *** *** BB0102.85 32mm diameter nr *** *** *** Motorized three-way control valves; electric; including actuators BB0102.86 50mm diameter nr *** *** *** BB0102.87 65mm diameter nr BB0102.88 80mm diameter nr *** *** *** BB0102.89 100mmdiameter nr *** *** *** BB0102.90 150mm diameter nr *** *** *** Motorized butterfly valves; electric; including actuators BB0102.91 250mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER In-line equipment(Cont'd) Strainers; bronze; "Y" type; with drain valves and plugs(Cont'd) BB0102.92 50mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with drain valves and plugs BB0102.93 65mm diameter nr *** *** *** BB0102.94 80mm diameter nr *** *** *** BB0102.95 100mm diameter nr *** *** *** BB0102.96 150mm diameter nr *** *** *** BB0102.97 200mm diameter nr *** *** *** BB0102.98 250mm diameter nr *** *** *** Flexible connectors BB0102.99 mounting on or jointing to pipes; 50mm diameter nr *** *** *** BB0102.100 mounting on or jointing to pipes; 65mm diameter nr *** *** *** BB0102.101 mounting on or jointing to pipes; 80mm diameter nr *** *** *** BB0102.102 mounting on or jointing to pipes; 100mm diameter nr *** *** *** BB0102.103 mounting on or jointing to pipes; 150mm diameter nr *** *** *** BB0102.104 mounting on or jointing to pipes; 200mm diameter nr *** *** *** BB0102.105 mounting on or jointing to pipes; 250mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation 50mm thick insulation BB0104.1 fixing to pipes; 25mm diameter m *** *** *** BB0104.2 fixing to pipes; 32mm diameter m *** *** *** BB0104.3 fixing to pipes; 40mm diameter m *** *** *** BB0104.4 fixing to pipes; 50mm diameter m *** *** *** BB0104.5 fixing to pipes; 65mm diameter m *** *** *** BB0104.6 fixing to pipes; 80mm diameter m *** *** *** BB0104.7 Extra over insulation to pipework; 65mm diameter; for bends nr *** *** *** BB0104.8 Extra over insulation to pipework; 65mm diameter; for reducing tees nr *** *** *** BB0104.9 Extra over insulation to pipework; 80mm diameter; for bends nr *** *** *** BB0104.10 Extra over insulation to pipework; 80mm diameter; for reducing tees nr *** *** *** 65mm thick insulation BB0104.11 fixing to pipes; 25mm diameter m *** *** *** BB0104.12 fixing to pipes; 32mm diameter m *** *** *** BB0104.13 fixing to pipes; 40mm diameter m *** *** *** BB0104.14 fixing to pipes; 50mm diameter m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation (Cont'd) BB0104.15 fixing to pipes; 65mm diameter m *** *** *** BB0104.16 fixing to pipes; 80mm diameter m *** *** *** BB0104.17 fixing to pipes; 100mm diameter m *** *** *** BB0104.18 Extra over insulation to pipework; 65mm diameter; for bends nr *** *** *** BB0104.19 Extra over insulation to pipework; 65mm diameter; for tees nr *** *** *** BB0104.20 Extra over insulation to pipework; 65mm diameter; for reducing tees nr *** *** *** BB0104.21 Extra over insulation to pipework; 80mm diameter; for bends nr *** *** *** BB0104.22 Extra over insulation to pipework; 80mm diameter; for reducing tees nr *** *** *** BB0104.23 Extra over insulation to pipework; 100mm diameter; for bends nr *** *** *** BB0104.24 Extra over insulation to pipework; 100mm diameter; for tees nr *** *** *** BB0104.25 Extra over insulation to pipework; 100mm diameter; for reducing tees nr *** *** *** BB0104.26 Extra over insulation to pipework; 100mm diameter; for reducing crosses nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation (Cont'd) BB0104.27 fixing to pipes; 125mm diameter m *** *** *** BB0104.28 fixing to pipes; 150mm diameter m *** *** *** BB0104.29 fixing to pipes; 250mm diameter m *** *** *** BB0104.30 fixing to pipes; 350mm diameter m *** *** *** BB0104.31 fixing to pipes; 500mm diameter m *** *** *** BB0104.32 Extra over insulation to pipework; 125mm diameter; for reducing tees nr *** *** *** BB0104.33 Extra over insulation to pipework; 150mm diameter; for reducing tees nr *** *** *** BB0104.34 Extra over insulation to pipework; 250mm diameter; for bends nr *** *** *** BB0104.35 Extra over insulation to pipework; 250mm diameter; for reducing tees nr *** *** *** BB0104.36 Extra over insulation to pipework; 350mm diameter; for reducing tees nr *** *** *** BB0104.37 Extra over insulation to pipework; 350mm diameter; for reducing crosses nr *** *** *** BB0104.38 Extra over insulation to pipework; 500mm diameter; for bends nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including 0.6mm thick aluminium cladding BB0104.39 fixing to pipes; 25mm diameter m *** *** *** BB0104.40 fixing to pipes; 32mm diameter m *** *** *** BB0104.41 fixing to pipes; 40mm diameter m *** *** *** BB0104.42 fixing to pipes; 50mm diameter m *** *** *** BB0104.43 fixing to pipes; 65mm diameter m *** *** *** BB0104.44 fixing to pipes; 80mm diameter m *** *** *** BB0104.45 fixing to pipes; 100mm diameter m *** *** *** BB0104.46 Extra over insulation to pipework; 65mm diameter; for bends nr *** *** *** BB0104.47 Extra over insulation to pipework; 65mm diameter; for reducing tees nr *** *** *** BB0104.48 Extra over insulation to pipework; 80mm diameter; for bends nr *** *** *** BB0104.49 Extra over insulation to pipework; 100mm diameter; for bends nr *** *** *** BB0104.50 Extra over insulation to pipework; 100mm diameter; for reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including 0.8mm thick aluminium cladding (Cont'd) BB0104.51 fixing to pipes; 150mm diameter m *** *** *** BB0104.52 fixing to pipes; 200mm diameter m *** *** *** BB0104.53 fixing to pipes; 250mm diameter m *** *** *** BB0104.54 fixing to pipes; 350mm diameter m *** *** *** BB0104.55 fixing to pipes; 450mm diameter m *** *** *** BB0104.56 Extra over insulation to pipework; 150mm diameter; for bends nr *** *** *** BB0104.57 Extra over insulation to pipework; 150mm diameter; for reducing tees nr *** *** *** BB0104.58 Extra over insulation to pipework; 200mm diameter; for bends nr *** *** *** BB0104.59 Extra over insulation to pipework; 200mm diameter; for reducing tees nr *** *** *** BB0104.60 Extra over insulation to pipework; 250mm diameter; for bends nr *** *** *** BB0104.61 Extra over insulation to pipework; 250mm diameter; for reducing tees nr *** *** *** BB0104.62 Extra over insulation to pipework; 350mm diameter; for bends nr *** *** *** BB0104.63 Extra over insulation to pipework; 350mm diameter; for reducing tees nr *** *** *** BB0104.64 Extra over insulation to pipework; 450mm diameter; for bends nr *** *** *** BB0104.65 Extra over insulation to pipework; 450mm diameter; for reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; polystyrene 65mm thick insulation; cover in wire netting of 25mm mesh 1 mm diameter and coated with 15mm thick cement plaster BB0104.66 fixing to pipes; 250mm diameter m *** *** *** BB0104.67 fixing to pipes; 500mm diameter m *** *** *** BB0104.68 Extra over insulation to pipework; 250mm diameter; for bends nr *** *** *** BB0104.69 Extra over insulation to pipework; 500mm diameter; for bends nr *** *** *** BB0104.70 Extra over insulation to pipework; 500mm diameter; for reducing tees nr *** *** *** Thermal insulation; phenolic foam thermal insulation 50mm thick insulation; including aluminium split boxes BB0104.71 fixing to gate valves; 25mm diameter nr *** *** *** BB0104.72 fixing to globe valves; 25mm diameter nr *** *** *** BB0104.73 fixing to motorized two-way control valves; 25mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including aluminium split boxes BB0104.74 fixing to gate valves; 25mm diameter nr *** *** *** BB0104.75 fixing to gate valves; 32mm diameter nr *** *** *** BB0104.76 fixing to gate valves; 40mm diameter nr *** *** *** BB0104.77 fixing to gate valves; 50mm diameter nr *** *** *** BB0104.78 fixing to gate valves; 65mm diameter nr *** *** *** BB0104.79 fixing to gate valves; 80mm diameter nr *** *** *** BB0104.80 fixing to gate valves; 100mm diameter nr *** *** *** BB0104.81 fixing to double regulating valves; 25mm diameter nr *** *** *** BB0104.82 fixing to double regulating valves; 32mm diameter nr *** *** *** BB0104.83 fixing to double regulating valves; 40mm diameter nr *** *** *** BB0104.84 fixing to double regulating valves; 50mm diameter nr *** *** *** BB0104.85 fixing to double regulating valves; 65mm diameter nr *** *** *** BB0104.86 fixing to double regulating valves; 80mm diameter nr *** *** *** BB0104.87 fixing to double regulating valves; 100mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including aluminium split boxes (Cont'd) BB104.88 fixing to globe valves; 25mm diameter nr *** *** *** BB104.89 fixing to globe valves; 32mm diameter nr *** *** *** BB104.90 fixing to motorized two-way control valves; 25mm diameter nr *** *** *** BB104.91 fixing to motorized two-way control valves; 32mm diameter nr *** *** *** BB104.92 fixing to motorized three-way control valves; 50mm diameter nr *** *** *** BB104.93 fixing to motorized three-way control valves; 65mm diameter nr *** *** *** BB104.94 fixing to motorized three-way control valves; 80mm diameter nr *** *** *** BB104.95 fixing to motorized three-way control valves; 100mm diameter nr *** *** *** BB104.96 fixing to strainers; "Y" type; 50mm diameter nr *** *** *** BB104.97 fixing to strainers; "Y" type; 65mm diameter nr *** *** *** BB104.98 fixing to strainers; "Y" type; 80mm diameter nr *** *** *** BB104.99 fixing to strainers; "Y" type; 100mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including aluminium split boxes (Cont'd) BB0104.100 fixing to flexible connectors; 50mm diameter nr *** *** *** BB0104.101 fixing to flexible connectors; 65mm diameter nr *** *** *** BB0104.102 fixing to flexible connectors; 80mm diameter nr *** *** *** BB0104.103 fixing to flexible connectors; 100mm diameter nr *** *** *** BB0104.104 fixing to gate valves; 150mm diameter nr *** *** *** BB0104.105 fixing to gate valves; 200mm diameter nr *** *** *** BB0104.106 fixing to gate valves; 250mm diameter nr *** *** *** BB0104.107 fixing to double regulating valves; 150mm diameter nr *** *** *** BB0104.108 fixing to double regulating valves; 200mm diameter nr *** *** *** BB0104.109 fixing to double regulating valves; 250mm diameter nr *** *** *** BB0104.110 fixing to check valves; 200mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; phenolic foam thermal insulation (Cont'd) 65mm thick insulation; including aluminium split boxes (Cont'd) BB0104.111 fixing to butterfly valves; 200mm diameter nr *** *** *** BB0104.112 fixing to strainers; "Y" type; 150mm diameter nr *** *** *** BB0104.113 fixing to strainers; "Y" type; 200mm diameter nr *** *** *** BB0104.114 fixing to flexible connectors; 150mm diameter nr *** *** *** BB0104.115 fixing to flexible connectors; 200mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CHILLED WATER Thermal insulation; polystyrene 65mm thick insulation; covered in wire netting of 25mm mesh 1mm diameter and coated with 15mm thick cement plaster BB0104.116 fixing to gate valves with plugs; 250mm diameter nr *** *** *** BB0104.117 fixing to gate valves with plugs; 500mm diameter nr *** *** *** BB0104.118 fixing to butterfly valves; 250mm diameter nr *** *** *** BB0104.119 fixing to double regulating valves; 250mm diameter nr *** *** *** BB0104.120 fixing to motorized butterfly valves; 250mm diameter nr *** *** *** BB0104.121 fixing to strainers; "Y" type; 250mm diameter nr *** *** *** BB0104.122 fixing to flexible connectors; 250mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.1 G1.1 : Chilled Water System
DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG1.1 : Chilled Water System Page No.LSG1.1/1 *** Page No.LSG1.1/2 *** Page No.LSG1.1/3 *** Page No.LSG1.1/4 *** Page No.LSG1.1/5 *** Page No.LSG1.1/6 *** Page No.LSG1.1/7 *** Page No.LSG1.1/8 *** Page No.LSG1.1/9 *** Page No.LSG1.1/10 *** Page No.LSG1.1/11 *** Page No.LSG1.1/12 *** Page No.LSG1.1/13 *** Page No.LSG1.1/14 *** Page No.LSG1.1/15 *** Page No.LSG1.1/16 *** Page No.LSG1.1/17 *** Page No.LSG1.1/18 *** Page No.LSG1.1/19 *** Page No.LSG1.1/20 *** Page No.LSG1.1/21 *** Page No.LSG1.1/22 *** Page No.LSG1.1/23 *** -------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSG1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CONDENSATE DRAINS Galvanised steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; screwed socket joints BB0202.1 32mm diameter m *** *** *** BB0202.2 40mm diameter m *** *** *** BB0202.3 50mm diameter m *** *** *** BB0202.4 65mm diameter m *** *** *** BB0202.5 80mm diameter m *** *** *** Fixing to or suspending from soffits; screwed socket joints BB0202.6 25mm diameter m *** *** *** BB0202.7 32mm diameter m *** *** *** BB0202.8 40mm diameter m *** *** *** BB0202.9 50mm diameter m *** *** *** BB0202.10 65mm diameter m *** *** *** BB0202.11 80mm diameter m *** *** *** Extra over 65mm diameter pipe for BB0202.12 bends nr *** *** *** BB0202.13 reducing tees nr *** *** *** Extra over 80mm diameter pipe for BB0202.14 bends nr *** *** *** BB0202.15 reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CONDENSATE DRAINS In-line equipment Condensate drain trap BB0202.16 jointing to 25mm diameter pipes nr *** *** *** BB0202.17 jointing to 32mm diameter pipes nr *** *** *** Anti-siphonic traps BB0202.18 jointing to 25mm diameter pipes nr *** *** *** BB0202.19 jointing to 32mm diameter pipes nr *** *** *** Thermal insulation; phenolic foam thermal insulation 25mm thick insulation BB0204.1 fixing to pipes; 25mm diameter m *** *** *** BB0204.2 fixing to pipes; 32mm diameter m *** *** *** BB0204.3 fixing to pipes; 40mm diameter m *** *** *** BB0204.4 fixing to pipes; 50mm diameter m *** *** *** BB0204.5 fixing to pipes; 65mm diameter m *** *** *** BB0204.6 fixing to pipes; 80mm diameter m *** *** *** BB0204.7 Extra over insulation to pipework; 65mm diameter; for bends nr *** *** *** BB0204.8 Extra over insulation to pipework; 65mm diameter; for reducing tees nr *** *** *** BB0204.9 Extra over insulation to pipework; 80mm diameter; for bends nr *** *** *** BB0204.10 Extra over insulation to pipework; 80mm diameter; for reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CONDENSATE DRAINS Thermal insulation; phenolic foam thermal insulation(Cont'd) 25mm thick insulation(Cont'd) BB0204.11 fixing to condensate drain traps; 25mm diameter nr *** *** *** BB0204.12 fixing to condensate drain traps; 32mm diameter nr *** *** *** BB0204.13 fixing to anti-siphonic traps; 25mm diameter nr *** *** *** BB0204.14 fixing to anti-siphonic traps; 32mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum N/A N/A *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.2 G1.2 : Condensate Drains
DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG1. 2 : Condensate Drains Page No.LSG1.2/1 *** Page No.LSG1.2/2 *** Page No.LSG1.2/3 *** Page No.LSG1.2/4 *** Page No.LSG1.2/5 *** -------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSG1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries Ventilation fans; complete with all necessary accessories and connections BB0601.1 propeller type; air flow rate 0.03 m3/s; ref EAF-216, 218, 220, 222, 421, 424, 426, 428, 430 nr *** *** *** BB0601.2 propeller type; air flow rate 0.06 m3/s; ref EAF-420 nr *** *** *** BB0601.3 propeller type; air flow rate 0.65 m3/s; ref EAF-217, 219, 221, 223, 425, 427, 429, 431 nr *** *** *** BB0601.4 propeller type; air flow rate 0.66 m3/s; ref EAF-418 & 419 nr *** *** *** BB0601.5 propeller type; air flow rate 0.67 m3/s; ref EAF-204 & 208 nr *** *** *** BB0601.6 vaneaxial type; air flow rate 0.03 m3/s; 400 Pa; ; ref EAF-009 nr *** *** *** BB0601.7 vaneaxial type; air flow rate 0.04 m3/s; 400 Pa; ; ref EAF-403 nr *** *** *** BB0601.8 vaneaxial type; air flow rate 0.06 m3/s; 400 Pa; ; ref EAF-017, 501, 601 nr *** *** *** BB0601.9 vaneaxial type; air flow rate 0.07 m3/s; 400 Pa; ; ref EAF-102 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.10 vaneaxial type; air flow rate 0.08 m3/s; 400 Pa; ; ref EAF-214 nr *** *** *** BB0601.11 vaneaxial type; air flow rate 0.09 m3/s; 400 Pa; ; ref EAF-416 & 623 nr *** *** *** BB0601.12 vaneaxial type; air flow rate 0.10 m3/s; 320 Pa; ; ref EAF-404 nr *** *** *** BB0601.13 vaneaxial type; air flow rate 0.10 m3/s; 400 Pa; ; ref EAF-060 nr *** *** *** BB0601.14 vaneaxial type; air flow rate 0.11 m3/s; 340 Pa; ; ref EAF-206 nr *** *** *** BB0601.15 vaneaxial type; air flow rate 0.11 m3/s; 355 Pa; ; ref EAF-417 nr *** *** *** BB0601.16 vaneaxial type; air flow rate 0.12 m3/s; 400 Pa; ; ref EAF-041 nr *** *** *** BB0601.17 vaneaxial type; air flow rate 0.13 m3/s; 325 Pa; ; ref EAF-104 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.18 vaneaxial type; air flow rate 0.13 m3/s; 410 Pa; ; ref EAF-205 nr *** *** *** BB0601.19 vaneaxial type; air flow rate 0.14 m3/s; 325 Pa; ; ref EAF-607 nr *** *** *** BB0601.20 vaneaxial type; air flow rate 0.14 m3/s; 400 Pa; ; ref EAF-010 nr *** *** *** BB0601.21 vaneaxial type; air flow rate 0.16 m3/s; 400 Pa; ; ref EAF-604 nr *** *** *** BB0601.22 vaneaxial type; air flow rate 0.24 m3/s; 400 Pa; ; ref EAF-203 nr *** *** *** BB0601.23 vaneaxial type; air flow rate 0.26 m3/s; 410 Pa; ; ref EAF-411 nr *** *** *** BB0601.24 vaneaxial type; air flow rate 0.28 m3/s; 325 Pa; ; ref EAF-610 nr *** *** *** BB0601.25 vaneaxial type; air flow rate 0.28 m3/s; 400 Pa; ; ref EAF-603 nr *** *** *** BB0601.26 vaneaxial type; air flow rate 0.30 m3/s; 415 Pa; ; ref EAF-412 nr *** *** *** BB0601.27 vaneaxial type; air flow rate 0.33 m3/s; 400 Pa; ; ref EAF-621 nr *** *** *** BB0601.28 vaneaxial type; air flow rate 0.35 m3/s; 400 Pa; ; ref EAF-624 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries (Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.29 vaneaxial type; air flow rate 0.38 m3/s; 400 Pa; ; ref EAF-209 nr *** *** *** BB0601.30 vaneaxial type; air flow rate 0.41 m3/s; 300 Pa; ; ref EAF-058 nr *** *** *** BB0601.31 vaneaxial type; air flow rate 0.42 m3/s; 375 Pa; ; ref EAF-410 nr *** *** *** BB0601.32 vaneaxial type; air flow rate 0.45 m3/s; 400 Pa; ; ref EAF-406 nr *** *** *** BB0601.33 vaneaxial type; air flow rate 0.46 m3/s; 315 Pa; ; ref EAF-002 & 008 nr *** *** *** BB0601.34 vaneaxial type; air flow rate 0.47 m3/s; 400 Pa; ; ref EAF-011 nr *** *** *** BB0601.35 vaneaxial type; air flow rate 0.49 m3/s; 400 Pa; ; ref EAF-012 & 622 nr *** *** *** BB0601.36 vaneaxial type; air flow rate 0.50 m3/s; 380 Pa; ; ref EAF-609 nr *** *** *** BB0601.37 vaneaxial type; air flow rate 0.55 m3/s; 400 Pa; ; ref EAF-405 nr *** *** *** BB0601.38 vaneaxial type; air flow rate 0.57 m3/s; 340 Pa; ; ref EAF-047 nr *** *** *** BB0601.39 vaneaxial type; air flow rate 0.58 m3/s; 380 Pa; ; ref EAF-023 nr *** *** *** BB0601.40 vaneaxial type; air flow rate 0.59 m3/s; 406 Pa; ; ref EAF-602 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.41 vaneaxial type; air flow rate 0.66 m3/s; 360 Pa; ; ref EAF-045 nr *** *** *** BB0601.42 vaneaxial type; air flow rate 0.69 m3/s; 400 Pa; ; ref EAF-211 nr *** *** *** BB0601.43 vaneaxial type; air flow rate 0.73 m3/s; 400 Pa; ; ref EAF-422 nr *** *** *** BB0601.44 vaneaxial type; air flow rate 0.74 m3/s; 400 Pa; ; ref EAF-106, 402 & 432 nr *** *** *** BB0601.45 vaneaxial type; air flow rate 0.75 m3/s; 400 Pa; ; ref EAF-435 nr *** *** *** BB0601.46 vaneaxial type; air flow rate 0.75 m3/s; 405 Pa; ; ref EAF-201 nr *** *** *** BB0601.47 vaneaxial type; air flow rate 0.76 m3/s; 400 Pa; ; ref EAF-101 nr *** *** *** BB0601.48 vaneaxial type; air flow rate 0.77 m3/s; 400 Pa; ; ref EAF-401 & 423 nr *** *** *** BB0601.49 vaneaxial type; air flow rate 0.80 m3/s; 400 Pa; ; ref EAF-608 nr *** *** *** BB0601.50 vaneaxial type; air flow rate 0.85 m3/s; 350 Pa; ; ref EAF-015 nr *** *** *** BB0601.51 vaneaxial type; air flow rate 0.85 m3/s; 400 Pa; ; ref EAF-612 nr *** *** *** BB0601.52 vaneaxial type; air flow rate 0.87 m3/s; 340 Pa; ; ref EAF-014 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.53 vaneaxial type; air flow rate 0.88 m3/s; 380 Pa; ; ref EAF-030 nr *** *** *** BB0601.54 vaneaxial type; air flow rate 0.90 m3/s; 350 Pa; ; ref EAF-007 nr *** *** *** BB0601.55 vaneaxial type; air flow rate 0.90 m3/s; 400 Pa; ; ref EAF-617 & 618 nr *** *** *** BB0601.56 vaneaxial type; air flow rate 0.94 m3/s; 415 Pa; ; ref EAF-029 nr *** *** *** BB0601.57 vaneaxial type; air flow rate 0.96 m3/s; 300 Pa; ; ref EAF-103 nr *** *** *** BB0601.58 vaneaxial type; air flow rate 0.98 m3/s; 345 Pa; ; ref EAF-022 nr *** *** *** BB0601.59 vaneaxial type; air flow rate 0.98 m3/s; 400 Pa; ; ref EAF-619 & 620 nr *** *** *** BB0601.60 vaneaxial type; air flow rate 1.00 m3/s; 360 Pa; ; ref EAF-003 nr *** *** *** BB0601.61 vaneaxial type; air flow rate 1.05 m3/s; 410 Pa; ref EAF-407 nr *** *** *** BB0601.62 vaneaxial type; air flow rate 1.13 m3/s; 320 Pa; ref EAF-004 nr *** *** *** BB0601.63 vaneaxial type; air flow rate 1.13 m3/s; 400 Pa; ref EAF-224 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.64 vaneaxial type; air flow rate 1.14 m3/s; 330 Pa; ; ref EAF-006 nr *** *** *** BB0601.65 vaneaxial type; air flow rate 1.18 m3/s; 320 Pa; ; ref EAF-036 nr *** *** *** BB0601.66 vaneaxial type; air flow rate 1.18 m3/s; 335 Pa; ; ref EAF-004 nr *** *** *** BB0601.67 vaneaxial type; air flow rate 1.20 m3/s; 435 Pa; ; ref EAF-039 nr *** *** *** BB0601.68 vaneaxial type; air flow rate 1.24 m3/s; 400 Pa; ; ref EAF-105 nr *** *** *** BB0601.69 vaneaxial type; air flow rate 1.33 m3/s; 430 Pa; ; ref EAF-415 nr *** *** *** BB0601.70 vaneaxial type; air flow rate 1.36 m3/s; 415 Pa; ; ref EAF-413 nr *** *** *** BB0601.71 vaneaxial type; air flow rate 1.39 m3/s; 300 Pa; ; ref EAF-001 nr *** *** *** BB0601.72 vaneaxial type; air flow rate 1.43 m3/s; 400 Pa; ref EAF-005 nr *** *** *** BB0601.73 vaneaxial type; air flow rate 1.47 m3/s; 525 Pa; ref EAF-409 nr *** *** *** BB0601.74 vaneaxial type; air flow rate 1.48 m3/s; 630 Pa; ref EAF-202 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.75 vaneaxial type; air flow rate 1.51 m3/s; 345 Pa; ; ref EAF-046 nr *** *** *** BB0601.76 vaneaxial type; air flow rate 1.56 m3/s; 455 Pa; ; ref EAF-057 nr *** *** *** BB0601.77 vaneaxial type; air flow rate 1.72 m3/s; 305 Pa; ; ref EAF-055 & 056 nr *** *** *** BB0601.78 vaneaxial type; air flow rate 1.73 m3/s; 400 Pa; ; ref EAF-414 nr *** *** *** BB0601.79 vaneaxial type; air flow rate 1.74 m3/s; 400 Pa; ; ref EAF-408 nr *** *** *** BB0601.80 vaneaxial type; air flow rate 1.75 m3/s; 400 Pa; ; ref EAF-615 nr *** *** *** BB0601.81 vaneaxial type; air flow rate 1.77 m3/s; 400 Pa; ; ref EAF-212 nr *** *** *** BB0601.82 vaneaxial type; air flow rate 1.79 m3/s; 400 Pa; ; ref EAF-616 nr *** *** *** BB0601.83 vaneaxial type; air flow rate 1.80 m3/s; 330 Pa; ref EAF-016 nr *** *** *** BB0601.84 vaneaxial type; air flow rate 1.81 m3/s; 400 Pa; ref EAF-210 nr *** *** *** BB0601.85 vaneaxial type; air flow rate 1.85 m3/s; 400 Pa; ref EAF-013 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.86 vaneaxial type; air flow rate 1.92 m3/s; 470 Pa; ; ref EAF-038 nr *** *** *** BB0601.87 vaneaxial type; air flow rate 2.15 m3/s; 510 Pa; ; ref EAF-037 nr *** *** *** BB0601.88 vaneaxial type; air flow rate 2.20 m3/s; 400 Pa; ; ref EAF-025 nr *** *** *** BB0601.89 vaneaxial type; air flow rate 2.40 m3/s; 400 Pa; ; ref EAF-613 & 614 nr *** *** *** BB0601.90 vaneaxial type; air flow rate 2.42 m3/s; 355 Pa; ; ref EAF-049 nr *** *** *** BB0601.91 vaneaxial type; air flow rate 2.52 m3/s; 695 Pa; ; ref EAP-215 nr *** *** *** BB0601.92 vaneaxial type; air flow rate 3.36 m3/s; 345 Pa; ; ref EAF-050 nr *** *** *** BB0601.93 vaneaxial type; air flow rate 4.49 m3/s; 400 Pa; ; ref EAF-042 nr *** *** *** BB0601.94 vaneaxial type; air flow rate 4.65 m3/s; 400 Pa; ref EAF-031 nr *** *** *** BB0601.95 vaneaxial type; air flow rate 13.23 m3/s; 720 Pa; ref EAF-018 to 021 nr *** *** *** BB0601.96 vaneaxial type; air flow rate 13.23 m3/s; 565 Pa; ref EAF-001 to 004 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.97 vaneaxial type; air flow rate 30.00 m3/s; 600 Pa; fire rated at 250 deg. for 1 hr; ref EAF-144 & 146 nr *** *** *** BB0601.98 vaneaxial type; air flow rate 30.00 m3/s; 600 Pa; fire rated at 250 deg. for 1 hr and for future provision; ref EAF-145 & 147 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.99 vaneaxial type; air flow rate 8.35 m3/s; 400 Pa; fire rated at 250 deg. for 1 hr; ref SPF-001 to 004 nr *** *** *** BB0601.100 vaneaxial type; air flow rate 8.48 m3/s; 400 Pa; fire rated at 250 deg. for 1 hr; ref SPF-006 & 007 nr *** *** *** BB0601.101 vaneaxial type; air flow rate 8.61 m3/s; 400 Pa; fire rated at 250 deg. for 1 hr; ref SPF-005 & 008 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries (Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.102 vaneaxial type; air flow rate 0.20 m3/s; 450 Pa; spark-proof; ref EAF-611 nr *** *** *** BB0601.103 vaneaxial type; air flow rate 0.23 m3/s; 340 Pa; spark-proof; ref EAF-433 & 434 nr *** *** *** BB0601.104 vaneaxial type; air flow rate 0.36 m3/s; 320 Pa; spark-proof; ref EAF-606 nr *** *** *** BB0601.105 centrifugal type; air flow rate 0.54 m3/s; 345 Pa; spark-proof; ref EAF-605 nr *** *** *** BB0601.106 centrifugal type; air flow rate 0.04 m3/s; 400 Pa; ref TEF-415 & 416 nr *** *** *** BB0601.107 centrifugal type; air flow rate 0.13 m3/s; 400 Pa; ref TEF-207 & 208 nr *** *** *** BB0601.108 centrifugal type; air flow rate 0.19 m3/s; 400 Pa; ref TEF-201 & 202 nr *** *** *** BB0601.109 centrifugal type; air flow rate 0.22 m3/s; 400 Pa; ref TEF-403 & 404 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.110 centrifugal type; air flow rate 0.23 m3/s; 400 Pa; ref TEF-009 & 010 nr *** *** *** BB0601.111 centrifugal type; air flow rate 0.24 m3/s; 400 Pa; ref TEF-701 to 704 nr *** *** *** BB0601.111a centrifugal type; air flow rate 0.31 m3/s; 400 Pa; ref TEF-203 to 204 nr *** *** *** BB0601.112 centrifugal type; air flow rate 0.32 m3/s; 400 Pa; ref TEF-301 & 302 nr *** *** *** BB0601.113 centrifugal type; air flow rate 0.33 m3/s; 400 Pa; ref TEF-407 & 408 nr *** *** *** BB0601.114 centrifugal type; air flow rate 0.44 m3/s; 300 Pa; ref TEF-001, 002, 007 & 008 nr *** *** *** BB0601.115 centrifugal type; air flow rate 0.47 m3/s; 200 Pa; ref TEF-003 & 004 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.116 centrifugal type; air flow rate 0.50 m3/s; 300 Pa; ref TEF-005 & 006 nr *** *** *** BB0601.117 centrifugal type; air flow rate 0.56 m3/s; 400 Pa; ref TEF-013, 014, 205 & 206 nr *** *** *** BB0601.118 centrifugal type; air flow rate 0.58 m3/s; 400 Pa; ref TEF-101 & 102 nr *** *** *** BB0601.119 centrifugal type; air flow rate 0.64 m3/s; 400 Pa; ref TEF-601 & 602 nr *** *** *** BB0601.120 centrifugal type; air flow rate 0.84 m3/s; 400 Pa; ref TEF-411 & 412 nr *** *** *** BB0601.121 centrifugal type; air flow rate 0.98 m3/s; 400 Pa; ref TEF-413 & 414 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.122 centrifugal type; air flow rate 1.38 m3/s; 400 Pa; ref TEF-401 & 402 nr *** *** *** BB0601.123 centrifugal type; air flow rate 1.61 m3/s; 400 Pa; ref TEF-103 & 104 nr *** *** *** BB0601.124 centrifugal type; air flow rate 1.66 m3/s; 400 Pa; ref TEF-603 & 604 nr *** *** *** BB0601.125 centrifugal type; air flow rate 1.80 m3/s; 400 Pa; ref TEF-011 & 012 nr *** *** *** BB0601.126 centrifugal type; air flow rate 2.59 m3/s; 415 Pa; ref TEF-105 & 106 nr *** *** *** BB0601.127 centrifugal type; air flow rate 5.80 m3/s; 500 Pa; ref TEF-209 to 212 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Equipment and ancillaries(Cont'd) Ventilation fans; complete with all necessary accessories and connections (Cont'd) BB0601.128 centrifugal type; air flow rate 9.19 m3/s; 550 Pa; ref TEF-409 & 410 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Galvanized steel sheet rectangular ducts and fittings; DW/144; low/medium pressure Fixing to walls, columns and the like BB0603.1 0.6mm thick m2 *** *** *** BB0603.2 0.8mm thick m2 *** *** *** BB0603.3 1.0mm thick m2 *** *** *** Fixing to or suspending from soffits BB0603.4 0.6mm thick m2 *** *** *** BB0603.5 0.8mm thick m2 *** *** *** BB0603.6 1.0mm thick m2 *** *** *** Fire rated ducts; including galvanized steel sheet rectangular ducts and fittings, thermal insulation, fire resistant boards and formation of opening to accomodation ductwork accessories Fixing to or suspending from soffits 2 hours BB0603.7 generally m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- VENTILATION SYSTEMS Ductwork ancillaries Volume control dampers; opposed blades BB0603.8 300 x 200mm nr *** *** *** BB0603.9 500 x 300mm nr *** *** *** BB0603.10 800 x 400mm nr *** *** *** BB0603.11 800 x 600mm nr *** *** *** BB0603.12 900 x 350mm nr *** *** *** BB0603.13 900 x 700mm nr *** *** *** BB0603.14 1200 x 300mm nr *** *** *** BB0603.15 1400 x 500mm nr *** *** *** BB0603.16 2100 x 1000mm nr *** *** *** BB0603.17 700mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Non return dampers; opposed blades BB0603.18 200 x 150mm nr *** *** *** BB0603.19 300 x 200mm nr *** *** *** BB0603.20 300 x 250mm nr *** *** *** BB0603.21 300 x 300mm nr *** *** *** BB0603.22 350 x 300mm nr *** *** *** BB0603.23 350 x 350mm nr *** *** *** BB0603.24 450 x 250mm nr *** *** *** BB0603.25 450 x 350mm nr *** *** *** BB0603.26 500 x 300mm nr *** *** *** BB0603.27 500 x 500mm nr *** *** *** BB0603.28 550 x 550mm nr *** *** *** BB0603.29 600 x 400mm nr *** *** *** BB0603.30 600 x 600mm nr *** *** *** BB0603.31 650 x 650mm nr *** *** *** BB0603.32 700 x 700mm nr *** *** *** BB0603.33 1200 x 600mm nr *** *** *** Light weight back draft dampers; opposed blades BB0603.34 2000 x 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Fire dampers; complete with fusible links BB0603.35 200 x 150mm nr *** *** *** BB0603.36 200 x 200mm nr *** *** *** BB0603.37 250 x 150mm nr *** *** *** BB0603.38 250 x 200mm nr *** *** *** BB0603.39 300 x 150mm nr *** *** *** BB0603.40 300 x 300mm nr *** *** *** BB0603.41 300 x 400mm nr *** *** *** BB0603.42 350 x 300mm nr *** *** *** BB0603.43 350 x 350mm nr *** *** *** BB0603.44 400 x 200mm nr *** *** *** BB0603.45 400 x 400mm nr *** *** *** BB0603.46 450 x 250mm nr *** *** *** BB0603.47 450 x 350mm nr *** *** *** BB0603.48 500 x 100mm nr *** *** *** BB0603.49 500 x 300mm nr *** *** *** BB0603.50 500 x 500mm nr *** *** *** BB0603.51 550 x 550mm nr *** *** *** BB0603.52 600 x 300mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Fire dampers; complete with fusible links (cont'd) BB0603.53 600 x 600mm nr *** *** *** BB0603.54 650 x 650mm nr *** *** *** BB0603.55 700 x 700mm nr *** *** *** BB0603.56 750 x 750mm nr *** *** *** BB0603.57 800 x 400mm nr *** *** *** BB0603.58 900 x 400mm nr *** *** *** BB0603.59 900 x 500mm nr *** *** *** BB0603.60 900 x 600mm nr *** *** *** BB0603.61 1200 x 300mm nr *** *** *** BB0603.62 1200 x 600mm nr *** *** *** BB0603.63 1200 x 700mm nr *** *** *** BB0603.64 1300 x 1300mm nr *** *** *** BB0603.65 1400 x 1400mm nr *** *** *** BB0603.66 1450 x 680mm nr *** *** *** BB0603.67 2000 x 1000mm nr *** *** *** Motorized dampers; complete with electric actuators, limit switches and all necessary accessories BB0603.68 200 x 200mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Motorized fire dampers; complete with electric actuators, limit switches and all necessary accessories BB0603.69 200 x 150mm nr *** *** *** BB0603.70 350 x 350mm nr *** *** *** Motorized smoke and fire dampers; complete with electric actuators, limit switches and all necessary accessories BB0603.71 100 x 100mm nr *** *** *** BB0603.72 150 x 150mm nr *** *** *** BB0603.73 200 x 150mm nr *** *** *** BB0603.74 200 x 200mm nr *** *** *** BB0603.75 250 x 100mm nr *** *** *** BB0603.76 250 x 150mm nr *** *** *** BB0603.77 250 x 200mm nr *** *** *** BB0603.78 350 x 250mm nr *** *** *** BB0603.79 350 x 300mm nr *** *** *** BB0603.80 400 x 250mm nr *** *** *** BB0603.81 450 x 450mm nr *** *** *** BB0603.82 500 x 350mm nr *** *** *** BB0603.83 600 x 300mm nr *** *** *** BB0603.84 600 x 350mm nr *** *** *** BB0603.85 800 x 450mm nr *** *** *** BB0603.86 800 x 600mm nr *** *** *** BB0603.87 1800 x 1800mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Exhaust air grilles; complete with opposite blade dampers BB0603.88 100 x 100mm nr *** *** *** BB0603.89 150 x 100mm nr *** *** *** BB0603.90 150 x 150mm nr *** *** *** BB0603.91 170 x 170mm nr *** *** *** BB0603.92 200 x 100mm nr *** *** *** BB0603.93 200 x 150mm nr *** *** *** BB0603.94 200 x 200mm nr *** *** *** BB0603.95 200 x 250mm nr *** *** *** BB0603.96 225 x 225mm nr *** *** *** BB0603.97 250 x 150mm nr *** *** *** BB0603.98 250 x 250mm nr *** *** *** BB0603.99 250 x 300mm nr *** *** *** BB0603.100 300 x 150mm nr *** *** *** BB0603.101 300 x 200mm nr *** *** *** BB0603.102 350 x 250mm nr *** *** *** BB0603.103 375 x 375mm nr *** *** *** BB0603.104 400 x 400mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Exhaust air grilles; complete with opposite blade dampers (Cont'd) BB0603.105 450 x 450mm nr *** *** *** BB0603.106 450 x 650mm nr *** *** *** BB0603.107 500 x 250mm nr *** *** *** BB0603.108 500 x 300mm nr *** *** *** BB0603.109 500 x 600mm nr *** *** *** BB0603.110 550 x 400mm nr *** *** *** BB0603.111 600 x 300mm nr *** *** *** BB0603.112 600 x 350mm nr *** *** *** BB0603.113 600 x 500mm nr *** *** *** BB0603.114 600 x 600mm nr *** *** *** BB0603.115 600 x 650mm nr *** *** *** BB0603.116 600 x 700mm nr *** *** *** BB0603.117 700 x 250mm nr *** *** *** BB0603.118 700 x 500mm nr *** *** *** BB0603.119 750 x 300mm nr *** *** *** BB0603.120 750 x 750mm nr *** *** *** BB0603.121 800 x 400mm nr *** *** *** BB0603.122 800 x 750mm nr *** *** *** BB0603.123 1000 x 600mm nr *** *** *** BB0603.124 1000 x 1000mm nr *** *** *** BB0603.125 1400 x 400mm nr *** *** *** BB0603.126 1500 x 600mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Exhaust air grilles; eggcrated type; complete with opposite blade dampers BB0603.127 100 x 100mm nr *** *** *** BB0603.128 150 x 100mm nr *** *** *** BB0603.129 150 x 150mm nr *** *** *** BB0603.130 250 x 150mm nr *** *** *** BB0603.131 375 x 375mm nr *** *** *** BB0603.132 400 x 200mm nr *** *** *** BB0603.133 400 x 400mm nr *** *** *** BB0603.134 450 x 450mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Exhaust air louvres; ; complete with opposite blade dampers BB0603.135 200 x 150mm nr *** *** *** BB0603.136 250 x 150mm nr *** *** *** BB0603.137 300 x 200mm nr *** *** *** BB0603.138 300 x 250mm nr *** *** *** BB0603.139 300 x 300mm nr *** *** *** BB0603.140 350 x 300mm nr *** *** *** BB0603.141 350 x 350mm nr *** *** *** BB0603.142 400 x 200mm nr *** *** *** BB0603.143 500 x 300mm nr *** *** *** BB0603.144 500 x 500mm nr *** *** *** BB0603.145 550 x 220mm nr *** *** *** BB0603.146 550 x 250mm nr *** *** *** BB0603.147 600 x 600mm nr *** *** *** BB0603.148 720 x 350mm nr *** *** *** BB0603.149 750 x 750mm nr *** *** *** BB0603.150 800 x 400mm nr *** *** *** BB0603.151 800 x 600mm nr *** *** *** BB0603.152 1200 x 550mm nr *** *** *** BB0603.153 1200 x 1200mm nr *** *** *** BB0603.154 1250 x 650mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Transfer air grilles; complete with opposite blade dampers BB0603.155 200 x 200mm nr *** *** *** BB0603.156 300 x 250mm nr *** *** *** BB0603.157 500 x 250mm nr *** *** *** BB0603.158 600 x 600mm nr *** *** *** BB0603.159 700 x 450mm nr *** *** *** BB0603.160 900 x 500mm nr *** *** *** BB0603.161 900 x 600mm nr *** *** *** BB0603.162 1200 x 800mm nr *** *** *** BB0603.163 1450 x 680mm nr *** *** *** Supply air grilles; complete with opposite blade dampers BB0603.164 1400 x 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(Cont'd) Wire mesh grilles BB0603.165 300 x 300mm nr *** *** *** BB0603.166 350 x 350mm nr *** *** *** BB0603.167 400 x 400mm nr *** *** *** BB0603.168 500 x 300mm nr *** *** *** BB0603.169 500 x 500mm nr *** *** *** BB0603.170 600 x 600mm nr *** *** *** BB0603.171 800 x 400mm nr *** *** *** BB0603.172 1200 x 500mm nr *** *** *** BB0603.173 1200 x 1000mm nr *** *** *** BB0603.174 1300 x 1300mm nr *** *** *** BB0603.175 1400 x 500mm nr *** *** *** BB0603.176 1600 x 600mm nr *** *** *** BB0603.177 1670 x 1670mm nr *** *** *** BB0603.178 2000 x 1000mm nr *** *** *** BB0603.179 700mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ VENTILATION SYSTEMS Ductwork ancillaries(cont'd) Silencers; complete with casings and all necessary insulation and accessories BB0603.180 for TEF-041; discharge side nr *** *** *** BB0603.181 2500 x 2500 x1500mm; for generator; ref:SIL-082 & 084 nr *** *** *** BB0603.182 2500 x 2500 xl500mm; for generator; ref:SIL-081 & 083 nr *** *** *** Thermal insulation; phenolic foam thermal insulation 25mm thick duct insulation BB0604.1 fixing externally to rectangular ducts m2 *** *** *** PAINTING Preparing; priming; undercoat; finish coats on galvanized metal work; to rectangular ductworks BB0605.1 externally m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/31 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG1. 3 : Ventilation Systems Page No.LSG1.3/1 *** Page No.LSG1.3/2 *** Page No.LSG1.3/3 *** Page No.LSG1.3/4 *** Page No.LSG1.3/5 *** Page No.LSG1.3/6 *** Page No.LSG1.3/7 *** Page No.LSG1.3/8 *** Page No.LSG1.3/9 *** Page No.LSG1.3/10 *** Page No.LSG1.3/11 *** Page No.LSG1.3/12 *** Page No.LSG1.3/13 *** Page No.LSG1.3/14 *** Page No.LSG1.3/15 *** Page No.LSG1.3/16 *** Page No.LSG1.3/17 *** Page No.LSG1.3/18 *** Page No.LSG1.3/19 *** Page No.LSG1.3/20 *** Page No.LSG1.3/21 *** Page No.LSG1.3/22 *** Page No.LSG1.3/23 *** -------------------------------------------------------------------- Carried Forward *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.3 G1.3 : Ventilation Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG1.3 : Ventilation Systems Brought Forward *** Page No.LSG1.3/24 *** Page No.LSG1.3/25 *** Page No.LSG1.3/26 *** Page No.LSG1.3/27 *** Page No.LSG1.3/28 *** Page No.LSG1.3/29 *** Page No.LSG1.3/30 *** Page No.LSG1.3/31 *** -------------------------------------------------------------------- Total of Lump Sum Item LSG1.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.3/COL/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries Fan coil units; complete with fans, coils, filter, insulation, drain pans, 3-speed controllers and wall mounted thermostats, interconnecting wirings, conduits, all necessary accessories and connections BB0701.1 centrifugal blow through type; off coil air volume 0.14m3/s; total cooling capacity 2.7kW nr *** *** *** BB0701.2 centrifugal blow through type; off coil air volume 0.19m3/s; total cooling capacity 4.0kW nr *** *** *** BB0701.3 centrifugal blow through type; off coil air volume 0.28m3/s; total cooling capacity 5.0kW nr *** *** *** BB0701.4 centrifugal blow through type; off coil air volume 0.38 m3/s; total cooling capacity 6.8kW nr *** *** *** BB0701.5 centrifugal blow through type; off coil air volume 0.47m3/s; total cooling capacity 7.7kW nr *** *** *** BB0701.6 centrifugal blow through type; off coil air volume 0.57m3/s; total cooling capacity 9.5kW nr *** *** *** BB0701.7 centrifugal blow through type; off coil air volume 0.66 m3/s; total cooling capacity 10.6kW nr *** *** *** Split type air conditioning units; with refrigerant circuits, drain pans, emergency stop push buttons, thermostats, local control panels, interconnection wirings, conduits, all necessary accessories and connections (Cont'd) BB0701.8 cooling capacity 0.5/1.0KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-203 nr *** *** *** BB0701.9 cooling capacity 0.9/1.6KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-402 & 414 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG1.4/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Split type air conditioning units; with refrigerant circuits, drain pans, emergency stop push buttons, thermostats, local control panels, interconnection wirings, conduits, all necessary accessories and connections BB0701.10 cooling capacity 1.0/1.6KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-013 to 019 nr *** *** *** BB0701.11 cooling capacity 1.0/1.7KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-101 & 102 nr *** *** *** BB0701.12 cooling capacity 1.1/1.6KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-038 to 044 nr *** *** *** BB0701.13 cooling capacity 1.2/1.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-005 to 008, 029 to 032, 207, 304, 417 & 418 nr *** *** *** BB0701.14 cooling capacity 1.2/2.2KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-206 nr *** *** *** BB0701.15 cooling capacity 1.6/2.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-504 nr *** *** *** BB0701.16 cooling capacity 1.8/2.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-020 to 024, 033 to 037, 209 & 419 nr *** *** *** BB0701.16A cooling capacity 1.9/3.5KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-613 nr *** *** *** BB0701.17 cooling capacity 2.2/3.4KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-009 to 012 & 025 to 028 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG1.4/2 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Split type air conditioning units; with refrigerant circuits, drain pans, emergency stop push buttons, thermostats, local control panels, interconnection wirings, conduits, all necessary accessories and connections(Cont'd) BB0701.18 cooling capacity 2.3/4.1KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-001 nr *** *** *** BB0701.19 cooling capacity 2.4/4.4KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-201 nr *** *** *** BB0701.20 cooling capacity 2.7/4.9KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-606 & 607 nr *** *** *** BB0701.21 cooling capacity 3.1/5.6KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-204 & 205 nr *** *** *** BB0701.22 cooling capacity 3.7/4.7KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-004 202, 208, 301, 302, 303, 401, 413, 415, 416 & 501 nr *** *** *** BB0701.23 cooling capacity 4.0/7.3KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-603 604, 610 & 611 nr *** *** *** BB0701.24 cooling capacity 4.3/4.7KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-002 nr *** *** *** BB0701.25 cooling capacity 4.6/6.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-605 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG1.4/3 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Split type air conditioning units; with refrigerant circuits, drain pans, emergency stop push buttons, thermostats, local control panels, interconnection wirings, conduits, all necessary accessories and connections(Cont'd) BB0701.26 cooling capacity 4.9/7.2KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-407 & 408 nr *** *** *** BB0701.27 cooling capacity 5.1/7.4KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-003 nr *** *** *** BB0701.28 cooling capacity 5.2/6.5KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-502 & 503 nr *** *** *** BB0701.29 cooling capacity 6.0/10.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-601, 602, 608 & 609 nr *** *** *** BB0701.30 cooling capacity 6.2/11.2KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-103 & 104 nr *** *** *** BB0701.31 cooling capacity 6.5/9.6KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-405 & 406 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Split type air conditioning units; with refrigerant circuits, drain pans, emergency stop push buttons, thermostats, local control panels, interconnection wirings, conduits, all necessary accessories and connections(Cont'd) BB0701.32 cooling capacity 6.6/9.7KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-612 nr *** *** *** BB0701.33 cooling capacity 6.7/9.9KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-409 & 410 nr *** *** *** BB0701.34 cooling capacity 7.8/14.2KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-403 & 404 nr *** *** *** BB0701.35 cooling capacity 8.0/11.8KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-411 & 412 nr *** *** *** BB0701.36 cooling capacity 1.9/3.5KW; consisting of one outdoor unit and one indoor unit; ref:PEU/PCU-613 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Air handling units; horizontal draw through type; with fans, coils, filters, insulation, drain pans, all necessary accessories and connections BB0701.37 air flow rate 2.67m3/s; total cooling capacity 54.2KW; ref:AHU-028 nr *** *** *** BB0701.38 air flow rate 2.56m3/s; total cooling capacity 70.35KW; ref:AHU-029 & 034 nr *** *** *** BB0701.39 air flow rate 2.28m3/s; total cooling capacity 73.2KW; ref:AHU-001 nr *** *** *** BB0701.40 air flow rate 3.43m3/s; total cooling capacity 73.5KW; ref:AHU-033 nr *** *** *** BB0701.41 air flow rate 2.66m3/s; total cooling capacity 75.8KW; ref:AHU-024 nr *** *** *** BB0701.42 air flow rate 2.04m3/s; total cooling capacity 83.0KW; ref:AHU-017 nr *** *** *** BB0701.43 air flow rate 2.0m3/s; total cooling capacity 84.2KW; ref:AHU-040 nr *** *** *** BB0701.44 air flow rate 2.15m3/s; total cooling capacity 87.5KW; ref:AHU-020 nr *** *** *** BB0701.45 air flow rate 4.51m3/s; total cooling capacity 109.1KW; ref:AHU-021 nr *** *** *** BB0701.46 air flow rate 5.57m3/s; total cooling capacity 136.7KW; ref:AHU-014 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Air handling units; horizontal draw through type; with fans, coils, filters, insulation, drain pans, all necessary accessories and connections(Cont'd) BB0701.47 air flow rate 3.26m3/s; total cooling capacity 137.3KW; ref:AHU-031 nr *** *** *** BB0701.48 air flow rate 3.94m3/s; total cooling capacity 143.1KW; ref:AHU-010 nr *** *** *** BB0701.49 air flow rate 5.05m3/s; total cooling capacity 163.4KW; ref:AHU-026 nr *** *** *** BB0701.50 air flow rate 4.54m3/s; total cooling capacity 165.0KW; ref:AHU-011 nr *** *** *** BB0701.51 air flow rate 7.79m3/s; total cooling capacity 185.8KW; ref:AHU-030 nr *** *** *** BB0701.52 air flow rate 7.83m3/s; total cooling capacity 188.2KW; ref:AHU-035 nr *** *** *** BB0701.53 air flow rate 7.57m3/s; total cooling capacity 219.8KW; ref:AHU-025 nr *** *** *** BB0701.54 air flow rate 5.58m3/s; total cooling capacity 235.0KW; ref:AHU-003 nr *** *** *** BB0701.55 air flow rate 7.86m3/s; total cooling capacity 247.2KW; ref:AHU-004 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Air handling units; horizontal draw through type; with fans, coils, filters, insulation, drain pans, all necessary accessories and connections(Cont'd) BB0701.56 air flow rate 7.06m3/s; total cooling capacity 297.3KW; ref:AHU-012 nr *** *** *** BB0701.57 air flow rate 10.79m3/s; total cooling capacity 454.3KW; ref:AHU-007 nr *** *** *** BB0701.58 air flow rate 12.19m3/s; total cooling capacity 484.9KW; ref:AHU-006 &009 nr *** *** *** BB0701.59 air flow rate 4.02/1.45m3/s; total cooling capacity 122.9KW; ref:AHU-027 nr *** *** *** BB0701.60 air flow rate 4.03/1.45m3/s; total cooling capacity 123.1KW; ref:AHU-032 nr *** *** *** BB0701.61 air flow rate 5.09/1.98m3/s; total cooling capacity 279.1KW; ref:AHU-019 nr *** *** *** BB0701.62 air flow rate 8.61/2.5m3/s; total cooling capacity 318.6KW; ref:AHU-016 nr *** *** *** BB0701.63 air flow rate 8.61/2.5m3/s; total cooling capacity 391.2KW; ref:AHU-022 nr *** *** *** BB0701.64 air flow rate 8.84/2.62m3/s; total cooling capacity 410.4KW; ref:AHU-013 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Equipment and ancillaries(Cont'd) Air handling units; horizontal draw through type; with fans, coils, filters, insulation, drain pans, all necessary accessories and connections(Cont'd) BB0701.65 air flow rate 15.27/4.8m3/s; total cooling capacity 439.88KW; ref:AHU-036 to 039 nr *** *** *** BB0701.66 air flow rate 8.7/3.22m3/s; total cooling capacity 466.1KW; ref:AHU-008 nr *** *** *** BB0701.67 air flow rate 8.94/3.32m3/s; total cooling capacity 479.5KW; ref:AHU-005 nr *** *** *** BB0701.68 air flow rate 10.26/3.16m3/s; total cooling capacity 488.2KW; ref:AHU-023 nr *** *** *** BB0701.69 air flow rate 9.03/3.92m3/s; total cooling capacity 495.1KW; ref:AHU-002 nr *** *** *** BB0701.70 air flow rate 9.5/2.7m3/s;total cooling capacity 521.1KW; ref:AHU-015 nr *** *** *** BB0701.71 air flow rate 9.66/3.78m3/s; total cooling capacity 530.1KW; ref:AHU-018 nr *** *** *** Galvanized steel sheet rectangular ducts and fittings; DW/144; low/medium pressure; complete with insulation Fixing to wall, columns and the like BB0703.1 0.6mm thick m2 *** *** *** BB0703.2 0.8mm thick m2 *** *** *** BB0703.3 1.0mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Galvanized steel sheet rectangular ducts and fittings; DW/144; low/medium pressure; complete with insulation(Cont'd) Fixing to or suspending from soffits BB0703.4 0.6mm thick m2 *** *** *** BB0703.5 0.8mm thick m2 *** *** *** BB0703.6 1.0mm thick m2 *** *** *** BB0703.7 1.2mm thick m2 *** *** *** Fire rated ducts; including galvanized steel sheet rectangular ducts and fittings, thermal insulation, fire resistant boards and formation of opening to accommodation ductwork accessories Fixing to or suspending from soffits 2 hours BB0703.8 generally m2 *** *** *** Flexible ducts; DW144 Part 7; complete with 25mm thick 24kg/m3 density fibreglass blanket; backed with aluminium foil vapour barrier Fixing to or suspending from soffits BB0703.9 200mm diameter; length 1.50 to 2.00m nr *** *** *** BB0703.10 200mm diameter; length 2.00 to 2.50m nr *** *** *** BB0703.11 200mm diameter; length 2.50 to 3.00m nr *** *** *** BB0703.12 200mm diameter; length 3.00 to 3.50m nr *** *** *** BB0703.13 200mm diameter; length 3.50 to 4.00m nr *** *** *** BB0703.14 300mm diameter; length 1.50 to 2.00m nr *** *** *** BB0703.15 300mm diameter; length 2.00 to 2.50m nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries Volume control dampers; opposed blades BB0703.16 300 x 200mm nr *** *** *** BB0703.17 300 x 250mm nr *** *** *** BB0703.18 300 x 300mm nr *** *** *** BB0703.19 400 x 200mm nr *** *** *** BB0703.20 400 x 300mm nr *** *** *** BB0703.21 400 x 400mm nr *** *** *** BB0703.22 450 x 450mm nr *** *** *** BB0703.23 475 x 150mm nr *** *** *** BB0703.24 500 x 200mm nr *** *** *** BB0703.25 500 x 300mm nr *** *** *** BB0703.26 500 x 400mm nr *** *** *** BB0703.27 500 x 480mm nr *** *** *** BB0703.28 500 x 500mm nr *** *** *** BB0703.29 600 x 300mm nr *** *** *** BB0703.30 600 x 400mm nr *** *** *** BB0703.31 600 x 450mm nr *** *** *** BB0703.32 600 x 500mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Volume control dampers; opposed blades (Cont'd) BB0703.33 600 x 600mm nr *** *** *** BB0703.34 700 x 200mm nr *** *** *** BB0703.35 700 x 400mm nr *** *** *** BB0703.36 700 x 500mm nr *** *** *** BB0703.37 700 x 600mm nr *** *** *** BB0703.38 700 x 700mm nr *** *** *** BB0703.39 800 x 200mm nr *** *** *** BB0703.40 800 x 250mm nr *** *** *** BB0703.41 800 x 300mm nr *** *** *** BB0703.42 800 x 400mm nr *** *** *** BB0703.43 800 x 500mm nr *** *** *** BB0703.44 800 x 600mm nr *** *** *** BB0703.45 900 x 300mm nr *** *** *** BB0703.46 900 x 350mm nr *** *** *** BB0703.47 900 x 400mm nr *** *** *** BB0703.48 900 x 500mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Volume control dampers; opposed blades (Cont'd) BB0703.49 1000 x 250mm nr *** *** *** BB0703.50 1000 x 300mm nr *** *** *** BB0703.51 1000 x 400mm nr *** *** *** BB0703.52 1000 x 600mm nr *** *** *** BB0703.53 1000 x 800mm nr *** *** *** BB0703.54 1050 x 600mm nr *** *** *** BB0703.55 1100 x 250mm nr *** *** *** BB0703.56 1100 x 500mm nr *** *** *** BB0703.57 1200 x 300mm nr *** *** *** BB0703.58 1200 x 400mm nr *** *** *** BB0703.59 1200 x 500mm nr *** *** *** BB0703.60 1200 x 600mm nr *** *** *** BB0703.61 1200 x 700mm nr *** *** *** BB0703.62 1200 x 800mm nr *** *** *** BB0703.63 1400 x 600mm nr *** *** *** BB0703.64 1500 x 300mm nr *** *** *** BB0703.65 1500 x 600mm nr *** *** *** BB0703.66 1500 x 700mm nr *** *** *** BB0703.67 1800 x 700mm nr *** *** *** BB0703.68 2000 x 700mm nr *** *** *** BB0703.69 200mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Fire dampers; complete with fusible links BB0703.70 250 x 250mm nr *** *** *** BB0703.71 300 x 250mm nr *** *** *** BB0703.72 350 x 250mm nr *** *** *** BB0703.73 350 x 350mm nr *** *** *** BB0703.74 400 x 300mm nr *** *** *** BB0703.75 400 x 400mm nr *** *** *** BB0703.76 450 x 250mm nr *** *** *** BB0703.77 450 x 450mm nr *** *** *** BB0703.78 500 x 200mm nr *** *** *** BB0703.79 500 x 250mm nr *** *** *** BB0703.80 600 x 300mm nr *** *** *** BB0703.81 600 x 400mm nr *** *** *** BB0703.82 600 x 600mm nr *** *** *** BB0703.83 700 x 200mm nr *** *** *** BB0703.84 700 x 600mm nr *** *** *** BB0703.85 700 x 700mm nr *** *** *** BB0703.86 750 x 400mm nr *** *** *** BB0703.87 800 x 400mm nr *** *** *** BB0703.88 800 x 800mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Fire dampers; complete with fusible links (Cont'd) BB0703.89 900 x 400mm nr *** *** *** BB0703.90 950 x 750mm nr *** *** *** BB0703.91 1000 x 600mm nr *** *** *** BB0703.92 1000 x 750mm nr *** *** *** BB0703.93 1000 x 800mm nr *** *** *** BB0703.94 1000 x 1000mm nr *** *** *** BB0703.95 1050 x 1050mm nr *** *** *** BB0703.96 1200 x 300mm nr *** *** *** BB0703.97 1200 x 500mm nr *** *** *** BB0703.98 1200 x 600mm nr *** *** *** BB0703.99 1200 x 700mm nr *** *** *** BB0703.100 1200 x 800mm nr *** *** *** BB0703.101 1200 x 1000mm nr *** *** *** BB0703.102 1200 x 1200mm nr *** *** *** BB0703.103 1300 x 1000mm nr *** *** *** BB0703.104 1400 x 400mm nr *** *** *** BB0703.105 1400 x 500mm nr *** *** *** BB0703.106 1400 x 1400mm nr *** *** *** BB0703.107 1500 x 600mm nr *** *** *** BB0703.108 1500 x 1050mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Fire dampers; complete with fusible links (Cont'd) BB0703.109 1600 x 1050mm nr *** *** *** BB0703.110 1700 x 1200mm nr *** *** *** BB0703.111 1700 x 1700mm nr *** *** *** BB0703.112 1800 x 600mm nr *** *** *** BB0703.113 1800 x 700mm nr *** *** *** BB0703.114 1800 x 900mm nr *** *** *** BB0703.115 1800 x 1800mm nr *** *** *** BB0703.116 1900 x 1900mm nr *** *** *** BB0703.117 2000 x 500mm nr *** *** *** BB0703.118 2000 x 700mm nr *** *** *** BB0703.119 2000 x 1000mm nr *** *** *** BB0703.120 2400 x 1400mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Motorized control dampers; complete with electric actuators, limit switches and all necessary accessories BB0703.121 400 x 400mm nr *** *** *** BB0703.122 450 x 450mm nr *** *** *** BB0703.123 500 x 500mm nr *** *** *** BB0703.124 700 x 700mm nr *** *** *** BB0703.125 800 x 800mm nr *** *** *** BB0703.126 850 x 850mm nr *** *** *** BB0703.127 900 x 900mm nr *** *** *** BB0703.128 1000 x 1000mm nr *** *** *** BB0703.129 1000 x 1100mm nr *** *** *** BB0703.130 1130 x 1130mm nr *** *** *** BB0703.131 1150 x 1150mm nr *** *** *** BB0703.132 1200 x 1200mm nr *** *** *** BB0703.133 1800 x 1100mm nr *** *** *** BB0703.134 3100 x 1100mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Motorized smoke and fire dampers; complete with electric actuators, limit switches and all necessary accessories BB0703.135 100 x 100mm nr *** *** *** BB0703.136 200 x 200mm nr *** *** *** BB0703.137 250 x 100mm nr *** *** *** BB0703.138 250 x 200mm nr *** *** *** BB0703.139 250 x 250mm nr *** *** *** BB0703.140 300 x 250mm nr *** *** *** BB0703.141 350 x 200mm nr *** *** *** BB0703.142 350 x 250mm nr *** *** *** BB0703.143 400 x 200mm nr *** *** *** BB0703.144 400 x 300mm nr *** *** *** BB0703.145 400 x 350mm nr *** *** *** BB0703.146 400 x 400mm nr *** *** *** BB0703.147 800 x 450mm nr *** *** *** BB0703.148 800 x 500mm nr *** *** *** BB0703.149 800 x 600mm nr *** *** *** BB0703.150 1000 x 600mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Supply air grilles; complete with opposite blade dampers BB0703.151 150 x 150mm nr *** *** *** BB0703.152 250 x 2650mm nr *** *** *** BB0703.153 300 x 200mm nr *** *** *** BB0703.154 300 x 300mm nr *** *** *** BB0703.155 350 x 200mm nr *** *** *** BB0703.156 600 x 650mm nr *** *** *** BB0703.157 1400 x 1000mm nr *** *** *** BB0703.158 2000 x 800mm nr *** *** *** BB0703.159 2300 x 1700mm nr *** *** *** BB0703.160 2650 x 1200mm nr *** *** *** BB0703.161 2800 x 1400mm nr *** *** *** BB0703.162 2900 x 1100mm nr *** *** *** Supply air diffusers; complete with integral volume control dampers; 4 way louvres BB0703.163 300 x 300mm nr *** *** *** Supply air louvres; complete with opposite blade dampers BB0703.164 475 x 150mm nr *** *** *** Transfer air grilles; complete with opposite blade dampers BB0703.165 200 x 150mm nr *** *** *** BB0703.166 200 x 200mm nr *** *** *** BB0703.167 250 x 150mm nr *** *** *** BB0703.168 250 x 200mm nr *** *** *** BB0703.169 300 x 250mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Transfer air grilles; complete with opposite blade dampers (Cont'd) BB0703.170 350 x 200mm nr *** *** *** BB0703.171 350 x 250mm nr *** *** *** BB0703.172 400 x 200mm nr *** *** *** BB0703.173 400 x 300mm nr *** *** *** BB0703.174 400 x 400mm nr *** *** *** BB0703.175 700 x 450mm nr *** *** *** BB0703.176 700 x 700mm nr *** *** *** BB0703.177 800 x 450mm nr *** *** *** BB0703.178 800 x 500mm nr *** *** *** BB0703.179 1000 x 500mm nr *** *** *** BB0703.180 1200 x 500mm nr *** *** *** BB0703.181 1200 x 800mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Return air grilles; complete with opposite blade dampers BB0703.182 300 x 600mm; complete with 25mm thick washable filter nr *** *** *** BB0703.183 500 x 500mm nr *** *** *** BB0703.184 600 x 1200mm; complete with 25mm thick washable filter nr *** *** *** BB0703.185 900 x 500mm nr *** *** *** BB0703.186 1000 x 600mm nr *** *** *** BB0703.187 1200 x 500mm nr *** *** *** BB0703.188 1500 x 600mm nr *** *** *** Linear slot diffusers; extruded aluminium; anodized finish; complete with air boot BB703.189 200mm wide m *** *** *** Linear slot diffusers; extruded aluminium; anodized finish; BB0703.190 200mm wide m *** *** *** Drum louvres; complete with air boots BB0703.191 475 x 150mm nr *** *** *** Nozzle BB0703.192 200mm diameter nr *** *** *** BB0703.193 250mm diameter nr *** *** *** BB0703.194 300mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Ductwork ancillaries(Cont'd) Wire mesh grilles BB0703.195 350 x 350mm nr *** *** *** BB0703.196 500 x 300mm nr *** *** *** BB0703.197 600 x 600mm nr *** *** *** BB0703.198 800 x 400mm nr *** *** *** BB0703.199 900 x 400mm nr *** *** *** BB0703.200 900 x 600mm nr *** *** *** BB0703.201 1000 x 400mm nr *** *** *** BB0703.202 1000 x 500mm nr *** *** *** BB0703.203 1000 x 1000mm nr *** *** *** BB0703.204 1050 x 1050mm nr *** *** *** BB0703.205 1000 x 500mm nr *** *** *** BB0703.206 1200 x 500mm nr *** *** *** BB0703.207 1200 x 600mm nr *** *** *** BB0703.208 1200 x 1000mm nr *** *** *** BB0703.209 1200 x 1200mm nr *** *** *** BB0703.210 1400 x 1400mm nr *** *** *** BB0703.211 1500 x 600mm nr *** *** *** BB0703.212 1500 x 700mm nr *** *** *** BB0703.213 1700 x 1700mm nr *** *** *** BB0703.214 2000 x 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS In-line equipment Silencers; complete with casings and all necessary insulation and accessories BB0703.215 450x800x1500mm; for AHU RAD; ref:SIL-002 & 004 nr *** *** *** BB0703.216 500x800x1500mm; for AHU RAD; ref:SIL-020 nr *** *** *** BB0703.217 600x400x1500mm; for AHU RAD; ref:SIL-038 nr *** *** *** BB0703.218 600x600x1500mm; for AHU RAD; ref:SIL-034 & 040 nr *** *** *** BB0703.219 600x600x1800mm; for AHU RAD; ref:SIL-048 nr *** *** *** BB0703.220 600x800x1500mm; for AHU SAD; ref:SIL-001 nr *** *** *** BB0703.221 600x800x1500mm; for AHU SAD; ref:SIL-022 nr *** *** *** BB0703.222 800x600x1500mm; for AHU RAD; ref:SIL-030 nr *** *** *** BB0703.223 800x600x1500mm; for AHU RAD; ref:SIL-052 nr *** *** *** BB0703.224 800x600x1800mm; for AHU RAD; ref:SIL-032 nr *** *** *** BB0703.225 800x750x1500mm; for AHU SAD; ref:SIL-047 & 057 & 067 nr *** *** *** BB0703.226 800x800x1500mm; for AHU SAD; ref:SIL-019 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS In-line equipment(Cont'd) Silencers; complete with casings and all necessary insulation and accessories(Cont'd) BB0703.227 800x1200x2000mm; for AHU OAD; ref:SIL-062 nr *** *** *** BB0703.228 850x600x1800mm; for AHU RAD; ref:SIL-036 nr *** *** *** BB0703.229 900x450x1200mm; for AHU SAD; ref:SIL-079 nr *** *** *** BB0703.230 900x600x1500mm; for AHU SAD; ref:SIL-033 nr *** *** *** BB0703.231 900x600x1500mm; for AHU RAD; ref:SIL-026 & 044 nr *** *** *** BB0703.232 900x900x1500mm; for AHU RAD; ref:SIL-056 & 058 nr *** *** *** BB0703.233 900x900x1500mm; for AHU SAD; ref:SIL-039 nr *** *** *** BB0703.234 900x900x1500mm; for AHU RAD; ref:SIL-066 & 068 nr *** *** *** BB0703.235 950x800x1500mm; for AHU SAD; ref:SIL-021 nr *** *** *** BB0703.236 1000x600x1500mm; for AHU RAD; ref:SIL-042 nr *** *** *** BB0703.237 1000x1000x1500mm; for AHU RAD; ref:SIL-012 & 018 nr *** *** *** BB0703.238 1000x1400x1200mm; for AHU RAD; ref:SIL-080 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS In-line equipment(Cont'd) Silencers; complete with casings and all necessary insulation and accessories(Cont'd) BB0703.239 1100x600x1500mm; for AHU SAD; ref:SIL-041 nr *** *** *** BB0703.240 1100x700x1500mm; for AHU SAD; ref:SIL-027 nr *** *** *** BB0703.241 1100x700x1500mm; for AHU RAD; ref:SIL-028 nr *** *** *** BB0703.242 1125x600x1500mm; for AHU SAD; ref:SIL-061 nr *** *** *** BB0703.243 1200x600x1500mm; for AHU SAD; ref:SIL-065 nr *** *** *** BB0703.244 1200x600x1500mm; for AHU RAD; ref:SIL-010 & 016 nr *** *** *** BB0703.245 1200x600x1500mm; for AHU SAD; ref:SIL-055 nr *** *** *** BB0703.246 1200x800x1500mm; for AHU SAD; ref:SIL-023 nr *** *** *** BB0703.247 1200x1000x1500mm; for AHU SAD; ref:SIL-007 nr *** *** *** BB0703.248 1200x900x1500mm; for AHU SAD; ref:SIL-031 & 037 & 051 nr *** *** *** BB0703.249 1200x1050x1500mm; for AHU SAD; ref:SIL-053 nr *** *** *** BB0703.250 1200x1050x1500mm; for AHU SAD; including splitter in bend; ref:SIL-063 nr *** *** *** BB0703.251 1200x1200x1500mm; for AHU SAD; ref:SIL-003, 013 & 054 nr *** *** *** BB0703.252 1200x1200x1500mm; for AHU RAD; ref:SIL-064 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS In-line equipment(Cont'd) Silencers; complete with casings and all necessary insulation and accessories(Cont'd) BB0703.253 1400x1200x1500mm; for AHU SAD; ref:SIL-029 nr *** *** *** BB0703.254 1400x1400x1500mm; for AHU RAD; ref:SIL-072 & 074 & 076 & 078 nr *** *** *** BB0703.255 1500x600x1800mm; for AHU RAD; ref:SIL-046 nr *** *** *** BB0703.256 1500x600x2700mm; for AHU RAD; ref:SIL-050 nr *** *** *** BB0703.257 1600x1150x1800mm; for AHU SAD; ref:SIL-049 nr *** *** *** BB0703.258 1600x1400x1500mm; for AHU SAD; ref:SIL-071 & 073 & 075 & 077 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS In-line equipment(Cont'd) Silencers; complete with casings and all necessary insulation and accessories(Cont'd) BB0703.259 1600x1600x1500mm; for AHU RAD; ref:SIL-060 & 070 nr *** *** *** BB0703.260 1800x700x1500mm; for AHU SAD; ref:SIL-025 & 043 nr *** *** *** BB0703.261 1800x800x1500mm; for AHU SAD; ref:SIL-009 & 015 nr *** *** *** BB0703.262 1800x1050x1500mm; for AHU SAD; ref:SIL-059 & 069 nr *** *** *** BB0703.263 2000x750x1500mm; for AHU SAD; ref:SIL-045 nr *** *** *** BB0703.264 2100x900x1500mm; for AHU SAD; ref:SIL-011 & 017 & 035 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ AIR CONDITIONING SYSTEMS Thermal insulation; phenolic foam thermal insulation 15mm thick duct insulation BB0704.1 fixing externally to rectangular ducts m2 *** *** *** 25mm thick duct insulation BB0704.2 fixing externally to rectangular ducts m2 *** *** *** 25mm thick duct insulation; complete with 0.8mm thick aluminium cladding BB0704.3 fixing externally to rectangular ducts m2 *** *** *** 50mm thick duct insulation; complete with 0.8mm thick aluminium cladding BB0704.4 fixing externally to rectangular ducts m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG1.4 : Air Conditioning Systems Page No.LSG1.4/1 *** Page No.LSG1.4/2 *** Page No.LSG1.4/3 *** Page No.LSG1.4/4 *** Page No.LSG1.4/5 *** Page No.LSG1.4/6 *** Page No.LSG1.4/7 *** Page No.LSG1.4/8 *** Page No.LSG1.4/9 *** Page No.LSG1.4/10 *** Page No.LSG1.4/11 *** Page No.LSG1.4/12 *** Page No.LSG1.4/13 *** Page No.LSG1.4/14 *** Page No.LSG1.4/15 *** Page No.LSG1.4/16 *** Page No.LSG1.4/17 *** Page No.LSG1.4/18 *** Page No.LSG1.4/19 *** Page No.LSG1.4/20 *** Page No.LSG1.4/21 *** Page No.LSG1.4/22 *** Page No.LSG1.4/23 *** Page No.LSG1.4/24 *** Page No.LSG1.4/25 *** Page No.LSG1.4/26 *** Page No.LSG1.4/27 *** page No.LSG1.4/28 *** Page No.LSG1.4/29 *** Page No.LSG1.4/30 *** -------------------------------------------------------------------- Total of Lump Sum Item LSG1.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ SPECIAL EXHAUST SYSTEMS ; KITCHEN EXHAUST SYSTEM Equipment and ancillaries Ventilation fans; complete with all necessary accessories and connections BB0801.1 centrifugal type; air flow rate 2.01 m3/s; 500 Pa; ref KEF-001 nr *** *** *** BB0801.2 centrifugal type; air flow rate 8.41 m3/s; 500 Pa; ref KEF-002 nr *** *** *** Fire rated ducts; including stainless steel sheet rectangular ducts and fittings, thermal insulation, fire resistant boards and formation of opening to accommodation ductwork accessories Fixing to or suspending from soffits 2 hours BB0803.1 generally m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ SPECIAL EXHAUST SYSTEMS ; SMOKE EXTRACTION SYSTEM Equipment and ancillaries Ventilation fans; complete with all necessary accessories and connections BB0801.3 vaneaxial type; air flow rate 7.5 m3/s; 500 Pa; fire rated at 250 deg. for 1 hr; ref SEF-005 & 010 nr *** *** *** BB0801.4 vaneaxial type; air flow rate 7.5 m3/s; 600 Pa; fire rated at 250 deg. for 1 hr; ref SEF-007 nr *** *** *** BB0801.5 vaneaxial type; air flow rate 7.5 m3/s; 700 Pa; fire rated at 250 deg. for 1 hr; ref SEF-040 nr *** *** *** BB0801.6 vaneaxial type; air flow rate 7.5 m3/s; 800 Pa; fire rated at 250 deg. for 1 hr; ref SEF-008 & 011 nr *** *** *** BB0801.7 vaneaxial type; air flow rate 8.5 m3/s; 400 Pa; fire rated at 250 deg. for 1 hr; ref SEF-006 & 009 nr *** *** *** BB0801.8 vaneaxial type; air flow rate 12.0 m3/s; 400 Pa; fire rated at 250 deg. for 1 hr; ref SEF-002 & 003 nr *** *** *** BB0801.9 vaneaxial type; air flow rate 12.0 m3/s; 550 Pa; fire rated at 250 deg. for 1 hr; ref SEF-001 & 004 nr *** *** *** BB0801.10 vaneaxial type; air flow rate 15.0 m3/s; 600 Pa; fire rated at 250 deg. for 1 hr and future provision; ref SEF-034 to 037 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ SPECIAL EXHAUST SYSTEMS ; SMOKE EXTRACTION SYSTEM Galvanised steel sheet rectangular ducts and fittings; DW/144; low/medium pressure Fixing to walls, columns and the like BB0803.2 1.0mm thick m2 *** *** *** Fixing to or suspending from soffits BB0803.3 0.8mm thick m2 *** *** *** BB0803.4 1.0mm thick m2 *** *** *** Fire rated ducts; including galvanized steel sheet rectangular ducts and fittings, thermal insulation, fire resistant boards and formation of openings to accommodate ductwork accessories BB0803.5 Fixing to or suspending from soffits; 2 hours FRP m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ SPECIAL EXHAUST SYSTEMS ; SMOKE EXTRACTION SYSTEM Ductwork ancillaries Volume control dampers; opposed blades BB0803.6 500 x 300mm nr *** *** *** BB0803.7 800 x 600mm nr *** *** *** Wire mesh grilles BB0803.8 500 x 300mm nr *** *** *** BB0803.9 800 x 400mm nr *** *** *** BB0803.10 1050 x 1050mm nr *** *** *** Motorized smoke dampers; hot-dipped galvanized steel; 250 degree C 1-hour fire rated; complete with electric actuators, limit switches and all necessary accessories BB0803.11 1400 x 1400mm nr *** *** *** BB0803.12 1500 x 500mm nr *** *** *** BB0803.13 1700 x 1200mm nr *** *** *** BB0803.14 1800 x 600mm nr *** *** *** Silencers; complete with casings and all necessary insulation and accessories BB0803.15 for EAF-144; discharge side nr *** *** *** BB0803.16 for EAF-145; discharge side nr *** *** *** BB0803.17 for EAF-146; discharge side nr *** *** *** BB0803.18 for EAF-147; discharge side nr *** *** *** PAINTING Preparing; priming; undercoat; finish coats on galvanized metal work; to rectangular ductworks BB0805.1 externally m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG1.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- SPECIAL EXHAUST SYSTEMS : SMOKE VENTILATORS Equipment and ancillaries Compressed air systems; complete with air compressor, receiver, valves, ancillaries, pipes, all necessary accessories and connections; as to the Specification and as shown on the Drawing no.LCC300/31/M53/001 BB0801.10 generally; ref:SAC-001 nr *** *** *** BB0801.11 generally; ref:SAC-002 nr *** *** *** BB0801.12 generally; ref:SAC-003 nr *** *** *** BB0801.13 generally; ref:SAC-004 nr *** *** *** BB0801.14 Ventilator control panels BB0801.15 generally; ref:E/P-001 nr *** *** *** BB0801.16 generally; ref:E/P-002 nr *** *** *** BB0801.17 generally; ref:E/P-003 nr *** *** *** BB0801.18 generally; ref:E/P-004 nr *** *** *** Ventilators; with clear area of 2m2 BB0801.19 generally nr *** *** *** Copper pipes and fittings; B.S. 2871; Table X From ventilator control panels BB0802.1 to ventilators nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL, ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems DESCRIPTION AMOUNT HK$ ------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSG1.5 : Special Exhaust Systems Page No.LSG1.5/1 *** Page No.LSG1.5/2 *** Page No.LSG1.5/3 *** Page No.LSG1.5/4 *** Page No.LSG1.5/5 *** Page No.LSG1.5/6 *** Page No.LSG1.5/7 *** ------------------------------------------------------------ Total of Lump Sum Item LSG1.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries Motor control centres (MCCs); including all necessary switchgears, starters and accessories; as shown on Drawing No. LCC300/31/M13/001 to 021 BB1201.1 MCC; ref:MCC-001 nr *** *** *** BB1201.2 MCC; ref:MCC-002 nr *** *** *** BB1201.3 MCC; ref:MCC-003 nr *** *** *** BB1201.4 MCC; ref:MCC-004 nr *** *** *** BB1201.5 MCC; ref:MCC-005 nr *** *** *** BB1201.6 MCC; ref:MCC-006 nr *** *** *** BB1201.7 MCC; ref:MCC-007 nr *** *** *** BB1201.8 MCC; ref:MCC-008 nr *** *** *** BB1201.9 MCC; ref:MCC-009 nr *** *** *** BB1201.10 MCC; ref:MCC-010 nr *** *** *** BB1201.11 MCC; ref:MCC-011 nr *** *** *** BB1201.12 MCC; ref:MCC-012 nr *** *** *** BB1201.13 MCC; ref:MCC-013 nr *** *** *** BB1201.14 MCC; ref:MCC-014 nr *** *** *** BB1201.15 MCC; ref:MCC-015 nr *** *** *** BB1201.16 MCC; ref:MCC-016 nr *** *** *** BB1201.17 MCC; ref:MCC-017 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries (Cont'd) Motor control centres (MCCs); including all necessary switchgears, starters and accessories; as shown on Drawing No. LCC300/31/M13/001 to 021(Cont'd) BB1201.18 MCC; ref:MCC-020 nr *** *** *** BB1201.19 MCC; ref:MCC-021 nr *** *** *** BB1201.20 MCC; ref:MCC-022 nr *** *** *** BB1201.21 MCC; ref:LCP-001 nr *** *** *** BB1201.22 MCC; ref:LCP-002 nr *** *** *** BB1201.23 MCC; ref:LCP-003 nr *** *** *** BB1201.24 MCC; ref:LCP-004 nr *** *** *** BB1201.25 MCC; ref:LCP-005 nr *** *** *** BB1201.26 MCC; ref:LCP-006 nr *** *** *** BB1201.27 MCC; ref:LCP-007 nr *** *** *** BB1201.28 MCC; ref:LCP-008 nr *** *** *** BB1201.29 MCC; ref:LCP-009 nr *** *** *** BB1201.30 MCC; ref:LCP-010 nr *** *** *** BB1201.31 MCC; ref:LCP-012 nr *** *** *** BB1201.32 MCC; ref.LCP-013 nr *** *** *** BB1201.33 MCC; ref:LCP-014 nr *** *** *** BB1201.34 MCC; ref:LCP-015 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries (Cont'd) Motor control centres(MCCs); including all necessary switchgears, starters and accessories; as shown on Drawing No. LCC300/31/M13/001 to 021(Cont'd) BB1201.35 MCC; ref:LCP-016 nr *** *** *** BB1201.36 MCC; ref:LCP-017 nr *** *** *** BB1201.37 MCC; ref:LCP-018 nr *** *** *** BB1201.38 MCC; ref:LCP-019 nr *** *** *** BB1201.39 MCC; ref:LCP-020 nr *** *** *** BB1201.40 MCC; ref:LCP-021 nr *** *** *** BB1201.41 MCC; ref:LCP-022 nr *** *** *** BB1201.42 MCC; ref:LCP-023 nr *** *** *** BB1201.43 MCC; ref:LCP-101 nr *** *** *** BB1201.44 MCC; ref:LCP-102 nr *** *** *** BB1201.45 MCC; ref:LCP-103 nr *** *** *** BB1201.46 MCC; ref:LCP-201 nr *** *** *** BB1201.47 MCC; ref:LCP-202 nr *** *** *** BB1201.48 MCC; ref:LCP-203 nr *** *** *** BB1201.49 MCC; ref:LCP-204 nr *** *** *** BB1201.50 MCC; ref:LCP-205 nr *** *** *** BB1201.51 MCC; ref:LCP-206 nr *** *** *** BB1201.52 MCC; ref:LCP-207 nr *** *** *** BB1201.53 MCC; ref:LCP-208 nr *** *** *** BB1201.54 MCC; ref:LCP-209 nr *** *** *** BB1201.55 MCC; ref:LCP-210 nr *** *** *** BB1201.56 MCC; ref:LCP-401 nr *** *** *** BB1201.57 MCC; ref:LCP-402 nr *** *** *** BB1201.58 MCC; ref:LCP-403 nr *** *** *** BB1201.59 MCC; ref:LCP-404 nr *** *** *** BB1201.60 MCC; ref:LCP-405 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries(Cont'd) Motor control centres (MCCs); including all necessary switchgears, starters and accessories; as shown on Drawing No. LCC300/31/M13/001 to 021(Cont'd) BB1201.61 MCC; ref:LCP-406 nr *** *** *** BB1201.62 MCC; ref:LCP-407 nr *** *** *** BB1201.63 MCC; ref:LCP-408 nr *** *** *** BB1201.64 MCC; ref:LCP-409 nr *** *** *** BB1201.65 MCC; ref:LCP-410 nr *** *** *** BB1201.66 MCC; ref:LCP-411 nr *** *** *** BB1201.67 MCC; ref:LCP-412 nr *** *** *** BB1201.68 MCC; ref:LCP-413 nr *** *** *** BB1201.69 MCC; ref:LCP-414 nr *** *** *** BB1201.70 MCC; ref:LCP-415 nr *** *** *** BB1201.71 MCC; ref:LCP-416 nr *** *** *** BB1201.72 MCC; ref:LCP-501 nr *** *** *** BB1201.73 MCC; ref:LCP-502 nr *** *** *** BB1201.74 MCC; ref:LCP-601 nr *** *** *** BB1201.75 MCC; ref:LCP-602 nr *** *** *** BB1201.76 MCC; ref:LCP-603 nr *** *** *** BB1201.77 MCC; ref:LCP-604 nr *** *** *** BB1201.78 MCC; ref:LCP-605 nr *** *** *** BB1201.79 MCC; ref:LCP-606 nr *** *** *** BB1201.80 MCC; ref:LCP-607 nr *** *** *** BB1201.81 MCC; ref:LCP-608 nr *** *** *** BB1201.82 MCC; ref:LCP-609 nr *** *** *** BB1201.83 MCC; ref:LCP-610 nr *** *** *** BB1201.84 MCC; ref:LCP-611 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/4 Contract No. LCC-30O Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries (Cont'd) Variable frequency drives BB1201.85 11 KW nr *** *** *** BB1201.86 15 KW nr *** *** *** BB1201.87 22 KW nr *** *** *** BB1201.88 37 KW nr *** *** *** Final circuits; power cables From motor control centres to air cooled chillers; including copper cables and conduits, trunkings, trays, etc BB1208.1 ACC-001 to 008 nr *** *** *** From motor control centres to chilled water pumps; including copper cables and conduits, trunkings, trays, etc BB1208.2 CHP-001 to 010 nr *** *** *** From motor control centres to smoke extraction fans; including copper cables and conduits, trunkings, trays, etc BB1208.3 generally nr *** *** *** From local control centres to air handling units; including copper cables and conduits, trunkings, trays, etc BB1208.4 generally nr *** *** *** From local control centres to fans; including copper cables and conduits, trunkings, trays, etc BB1208.5 generally nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS Final circuits: control cables From motor control centres to and including emergency stop push button BB1208.6 generally nr *** *** *** From motor control centers to motorized dampers; including all necessary cables and conduits, trunkings, trays, etc. (motorized dampers measured separately) BB1208.7 generally nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1: ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1: ECS Lump Sum Item LSG1.6 G1.6 : Control Systems
DESCRIPTION AMOUNT HK$ ------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSG1.6 : Control Systems Page No.LSG1.6/1 *** Page No.LSG1.6/2 *** Page No.LSG1.6/3 *** Page No.LSG1.6/4 *** Page No.LSG1.6/5 *** Page No.LSG1.6/6 *** Page No.LSG1.6/7 *** Page No.LSG1.6/8 *** ------------------------------------------------------------ Total of Lump Sum Item LSG1.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- SUNDRIES Allow for the following and executing to the satisfaction of the Engineer BB1909.1 Provision of testing, including integrated testing, setting to work and commissioning the complete ECS Installation BB1909.2 generally sum *** *** *** Providing of plates, discs, Labels, tags, coloured stencil and painted bands for plant, equipment, cables, switches and the like BB1909.3 generally sum *** *** *** Providing of fire stopping including internal fire barriers to trunking, busbar trunking, inside pipe sleeves etc. and the like BB1909.4 generally sum *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Center G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG1.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Center G : Terminus Building - E&M Works Lump Sum Breakdown G1 : ECS Lump Sum Item LSG1.7 G1.7 : Sundries DESCRIPTION AMOUNT HK$ ------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSG1.7 : Sundries Page No.LSG1.7/1 *** Page No.LSG1.7/2 *** Page No.LSG1.7/3 *** ------------------------------------------------------------ Total of Lump Sum Item LSG1.7 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG1.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- INCOMING SERVICES Equipment and ancillaries L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/001 BA0201.1 generally; ref: Main L.V. Switch Cubicle No.1 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/002 & 003 BA0201.2 generally; ref: Main L.V. Switch Cubicle No.2 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/004 & 005 BA0201.3 generally; ref: Main L.V. Switch Cubicle No.3 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/006 & 007 BA0201.4 generally; ref: Main L.V. Switch Cubicle No.4 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/008 & 009 BA0201.5 generally; ref: L.V. Switch Cubicle No.5 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/010 & 011 BA0201.6 generally; ref: L.V. Switch Cubicle No.6 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- INCOMING SERVICES Equipment and ancillaries(Cont'd) L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/012 & 013 BA0201.7 generally; ref: Government L.V. Switch Cubicle No.1 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/014 BA0201.8 generally; ref: Government L.V. Switch Cubicle No.2 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/003 BA0201.9 generally; ref: Essential Switch board at Generator Room No.1 nr *** *** *** L.V. Switchboards; including all necessary switchgears and accessories; as shown on Drawing no.LCC300/31/E50/007 BA0201.10 generally; ref: Essential Switch board at Generator Room No.2 nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.1/4 Contract No.LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.1 : Incoming Services DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.1 : INCOMING SERVICES Page NO.LSG2.1/1 *** page NO.LSG2.1/2 *** Page NO.LSG2.1/3 *** Page No.LSG2.1/4 *** --------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.1 *** --------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.1 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- STANDBY EQUIPMENT Equipment and anci11aries Uninterrupted Power System (UPS); including battery set/battery racks, 4P automatic changeover switches, UPS manual by-pass switches, surge suppression devices, interconnecting cables and all necessary accessories; as shown on Drawing No. LCC300/31/E50/026 A0301.1 6kVA; 1 phase; 60 minutes nr *** *** *** A0301.2 22kVA; 3 phase; 60 minutes nr *** *** *** A0301.3 l00kVA;1 phrase; 60 minutes nr *** *** *** A0301.4 l00kVA; 3 phrase; 60 minutes nr *** *** *** 110V DC battery/charger units; including 8kW rectifier battery chargers, battery banks for 5 hours back up time, DC circuit breaker panels, DC power system distribution board, isolating switches, interconnecting cable trays, conduits, cables and all necessary accessories; for switchboard trip/close circuits BA0301.5 generally nr *** *** *** Package standby diesel generating set; complete with storage tank and daily service fuel tank and associated pipings, exhaust pipe and primary exhaust silencer, control panel, main failure relay, starting battery with charger, all internal wiring, earthing, etc. BA0301.6 620kVA nr *** *** *** BA0301.7 760KVA nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 - 28 October 2002 LSG2.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Center G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.2 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.2/2 Contract No.LCC-300 Contract No. LCC-300 Cost Center G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.2 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.2 G2.2 : Standby Equipment
DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.2 : Standby Equipment Page No.LSG2.2/1 *** Page No.LSG2.2/2 *** Page No.LSG2.2/3 *** --------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Equipment and ancillaries Power factor improvement equipment; IEC 60831; including capacitor, control relay, isolating switches and interconnecting wiring BA0401.1 200kVAr nr *** *** *** Control gears Isolating-switches; B.S. En 60947-3; metal clad type; surface mounted to walls, columns and the like BA0401.2 32A; DP nr *** *** *** BA0401.3 63A; DP nr *** *** *** BA0401.4 32A; TPN nr *** *** *** BA0401.5 63A; TPN nr *** *** *** BA0401.6 100A; TPN nr *** *** *** BA0401.7 125A; TPN nr *** *** *** BA0401.8 160A; TPN nr *** *** *** BA0401.9 200A; TPN nr *** *** *** BA0401.10 315A; TPN nr *** *** *** BA0401.11 400A; TPN nr *** *** *** BA0401.12 500A; TPN nr *** *** *** BA0401.13 600A; TPN nr *** *** *** Fused switches; B.S. EN60947-3; metal clad type; surface mounted to walls, columns and the like BA0401.14 15A; TPN nr *** *** *** BA0401.15 20A; TPN nr *** *** *** BA0401.16 32A; TPN nr *** *** *** BA0401.17 40A; TPN nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Control gears(Cont'd) Fused switches; B.S. EN60947-3; metal clad type; surface mounted to walls, columns and the like (Cont'd) BA0401.18 63A; DP nr *** *** *** BA0401.19 80A; DP nr *** *** *** BA0401.20 63A; TPN nr *** *** *** BA0401.21 80A; TPN nr *** *** *** BA0401.22 100A; TPN nr *** *** *** BA0401.23 160A; TPN nr *** *** *** Manual by-pass isolating-switches; complete with mechanical interlock BA0401.24 32A; 4P nr *** *** *** BA0401.25 63A; 4P nr *** *** *** BA0401.26 160A; 4P nr *** *** *** Automatic transfer switches BA0401.27 32A; DP nr *** *** *** BA0401.28 63A; DP nr *** *** *** BA0401.29 32A; 4P nr *** *** *** BA0401.30 160A; 4P nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM control gears (Cont'd) All insulated switches; fixing in MCB distribution boards BA0401.31 32A; DP nr *** *** *** BA0401.32 63A; DP nr *** *** *** BA0401.33 80A; DP nr *** *** *** BA0401.34 32A; TPN nr *** *** *** BA0401.35 63A; TPN nr *** *** *** BA0401.36 100A; TPN nr *** *** *** BA0401.37 160A; TPN nr *** *** *** BA0401.38 200A; TPN nr *** *** *** All insulated switches; fixing in MCCB distribution boards BA0401.39 63A; TPN nr *** *** *** BA0401.40 100A; TPN nr *** *** *** BA0401.41 125A; TPN nr *** *** *** BA0401.42 160A; TPN nr *** *** *** BA0401.43 200A; TPN nr *** *** *** BA0401.44 250A; TPN nr *** *** *** BA0401.45 300A; TPN nr *** *** *** BA0401.46 315A; TPN nr *** *** *** BA0401.47 400A; TPN nr *** *** *** BA0401.48 500A; TPN nr *** *** *** BA0401.49 600A; TPN nr *** *** *** BA0401.50 800A; TPN nr *** *** *** ----------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Control gears(Cont'd) All insulated switches; fixing to walls or columns BA0401.51 800A; TPN nr *** *** *** MCB distribution boards; B.S. EN 60539-3; including all necessary fixings and supports; accessories; earthing and bonding; surface mounted; (MCBs, RCDs and incoming isolating-switches measured separately) BA0401.52 4 way; SPN nr *** *** *** BA0401.53 4 way; TPN nr *** *** *** BA0401.54 6 way; SPN nr *** *** *** BA0401.55 6 way; TPN nr *** *** *** BA0401.56 8 way; SPN nr *** *** *** BA0401.57 8 way; TPN nr *** *** *** BA0401.58 10 way; SPN nr *** *** *** BA0401.59 10 way; TPN nr *** *** *** BA0401.60 12 way; SPN nr *** *** *** BA0401.61 12 way; TPN nr *** *** *** BA0401.62 14 way; SPN nr *** *** *** BA0401.63 14 way; TPN nr *** *** *** BA0401.64 16 way; TPN nr *** *** *** Wooden meter boards for CLP meters; with sufficient length for BA0401.65 4 nrs nr *** *** *** BA0401.66 6 nrs nr *** *** *** BA0401.67 10 nrs nr *** *** *** BA0401.68 11 nrs nr *** *** *** BA0401.69 12 nrs nr *** *** *** BA0401.70 16 nrs nr *** *** *** BA0401.71 18 nrs nr *** *** *** BA0401.72 20 nrs nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Control gears(Cont'd) MCCB distribution boards; B.S. EN 60539-1; including all necessary fixings and supports; accessories; earthing and bonding; surface mounted; (MCCBs and incoming isolating-switches measured separately) BA0401.73 4 way; TPN nr *** *** *** BA0401.74 6 way; TPN nr *** *** *** BA0401.75 8 way; TPN nr *** *** *** BA0401.76 12 way; TPN nr *** *** *** Busbar chambers; including fixings and supports; interconnecting cables to incoming and outgoing switchgears; earthing and bondings BA0401.77 125A; TPN; with sufficient length for 3 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.78 160A; TPN; with sufficient length for 3 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.79 160A; TPN; with sufficient length for 4 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.80 200A; TPN; with sufficient length for 5 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.81 200A; TPN; with sufficient length for 6 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.82 315A; TPN; with sufficient length for 4 nrs of incoming and outgoing switchgears nr *** *** *** BA0401.83 800A; TPN; with sufficient length for 4 nrs of incoming and outgoing switchgears nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Control gears(Cont'd) Miniature circuit breakers(MCBs); B.S. EN60898; fixing in MCB distribution boards BA0401.84 10A; SP nr *** *** *** BA0401.85 15A;SP nr *** *** *** BA0401.86 16A; SP nr *** *** *** BA0401.87 20A; SP nr *** *** *** BA0401.88 30A; SP nr *** *** *** BA0401.89 32A; SP nr *** *** *** BA0401.90 40A; SP nr *** *** *** BA0401.91 10A; TP nr *** *** *** BA0401.92 15A;TP nr *** *** *** BA0401.93 16A; TP nr *** *** *** BA0401.94 20A; TP nr *** *** *** BA0401.95 30A; TP nr *** *** *** BA0401.96 32A; TP nr *** *** *** BA0401.97 40A; TP nr *** *** *** BA0401.97A 63A; DP nr *** *** *** BA0401.98 63A; TP nr *** *** *** Integrated type miniature circuit breakers (MCBs)/residual circuit breakers (RCDs); fixing in MCB distribution boards BA0401.99 15A; DP; complete with built-in RCD of 30 mA sensitivity nr *** *** *** BA0401.99A 20A; DP; complete with built-in RCD of 30 mA sensitivity nr *** *** *** BA0401.100 30A; DP; complete with built-in RCD of 30 mA sensitivity nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG2.3/6 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Control gears(Cont'd) Integrated type miniature circuit breakers (MCBs)/residual circuit breakers (RCDs); fixing in MCB distribution boards (Cont'd) BA0401.101 32A; DP; complete with built-in RCD of 30 mA sensitivity nr *** *** *** Moulded case circuit breakers(MCCBs); B.S. EN60947-2; fixing in MCCB distribution boards BA0401.102 20A; DP nr *** *** *** BA0401.103 32A; DP nr *** *** *** BA0401.104 40A; DP nr *** *** *** BA0401.105 63A; DP nr *** *** *** BA0401.106 32A; TPN nr *** *** *** BA0401.107 40A; TPN nr *** *** *** BA0401.108 50A; TPN nr *** *** *** BA0401.109 63A; TPN nr *** *** *** BA0401.110 80A; TPN nr *** *** *** BA0401.111 100A; TPN nr *** *** *** BA0401.112 125A; TPN nr *** *** *** BA0401.113 160A; TPN nr *** *** *** BA0401.114 200A; TPN nr *** *** *** BA0401.115 300A; TPN nr *** *** *** BA0401.116 500A; TPN nr *** *** *** Moulded case circuit breakers(MCCBs); B.S. EN60947-2; fixing to walls or column BA0401.117 63A; TPN nr *** *** *** BA0401.118 300A; TPN nr *** *** *** BA0401.119 500A; TPN nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Factory fabricated, al1-insulated, totally enclosed non-ventilated type busduct and accessories with full size copper busbars for three phases and neutral; complete with all necessary accessories; earthing and bonding connections Busducts BA0404.1 600A; TPN m *** *** *** BA0404.2 800A; TPN m *** *** *** BA0404.3 1000A; TPN m *** *** *** BA0404.4 1250A; TPN m *** *** *** BA0404.5 1600A; TPN m *** *** *** BA0404.6 2000A; TPN m *** *** *** BA0404.7 2500A; TPN m *** *** *** Extra over 600A TPN busduct for BA0404.8 bends nr *** *** *** Extra over 800A TPN busduct for BA0404.9 bends nr *** *** *** BA0404.10 flange ends nr *** *** *** Extra over 1000A TPN busduct for BA0404.11 bends nr *** *** *** BA0404.12 flange ends nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM Factory fabricated, all-insulated, totally enclosed non-ventilated type busduct and accessories with full size copper busbars for three phases and neutral; complete with all necessary accessories; earthing and bonding connections (cont'd) Busducts (Cont'd) Extra over 1250A TPN busduct for BA0404.13 bends nr *** *** *** BA0404.14 flange ends nr *** *** *** Extra over 1600A TPN busduct for BA0404.15 bends nr *** *** *** BA0404.16 flange ends nr *** *** *** Extra over 2000A TPN busduct for BA0404.17 bends nr *** *** *** BA0404.18 flange ends nr *** *** *** Extra over 2500A TPN busduct for BA0404.19 bends nr *** *** *** BA0404.20 flange ends nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM 600/1000V FR/LSOH/SWA/XLPE cables; with copper conductors Fixing to cable trays or ladders or other surface BA406.1 2-cores; 25mm2 m *** *** *** BA406.2 2-cores; 35mm2 m *** *** *** BA406.3 2-cores; 50mm2 m *** *** *** BA406.4 2-cores; 70mm2 m *** *** *** BA406.5 2-cores; 95mm2 m *** *** *** BA406.6 2-cores; 120mm2 m *** *** *** BA406.7 4-cores; 10mm2 m *** *** *** BA406.8 4-cores; 16mm2 m *** *** *** BA406.9 4-cores; 25mm2 m *** *** *** BA406.10 4-cores; 35mm2 m *** *** *** BA406.11 4-cores; 50mm2 m *** *** *** BA406.12 4-cores; 70mm2 m *** *** *** BA406.13 4-cores; 95mm2 m *** *** *** BA406.14 4-cores; 120mm2 m *** *** *** BA406.15 4-cores; 150mm2 m *** *** *** BA406.16 4-cores; 185mm2 m *** *** *** BA406.17 4-cores; 240mm2 m *** *** *** BA406.18 4-cores; 300mm2 m *** *** *** Drawing into underground ducts BA406.19 4-cores; 25mm2 m *** *** *** BA406.20 4-cores; 35mm2 m *** *** *** BA406.21 4-cores; 50mm2 m *** *** *** BA406.22 4-cores; 120mm2 m *** *** *** BA406.23 4-cores; 240mm2 m *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM 600/1000V FR/LSOH/SWA/XLPE cables; with copper conductors (Cont'd) Termination glands BA406.24 2-cores; 25mm2 nr *** *** *** BA406.25 2-cores; 35mm2 nr *** *** *** BA406.26 2-cores; 50mm2 nr *** *** *** BA406.27 2-cores; 70mm2 nr *** *** *** BA406.28 2-cores; 95mm2 nr *** *** *** BA406.29 2-cores; 120mm2 nr *** *** *** BA406.30 4-cores; 10mm2 nr *** *** *** BA406.31 4-cores; 16mm2 nr *** *** *** BA406.32 4-cores; 25mm2 nr *** *** *** BA406.33 4-cores; 35mm2 nr *** *** *** BA406.34 4-cores; 50mm2 nr *** *** *** BA406.35 4-cores; 70mm2 nr *** *** *** BA406.36 4-cores; 95mm2 nr *** *** *** BA406.37 4-cores; 120mm2 nr *** *** *** BA406.38 4-cores; 150mm2 nr *** *** *** BA406.39 4-cores; 185mm2 nr *** *** *** BA406.40 4-cores; 240mm2 nr *** *** *** BA406.41 4-cores; 300mm2 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM 600/1000V LSOH/SWA/XLPE cables; with copper conductors Fixing to cable trays or ladders or other surface BA406.42 2-cores; 16mm2 m *** *** *** BA406.43 2-cores; 25mm2 m *** *** *** BA406.44 2-cores; 35mm2 m *** *** *** BA406.45 2-cores; 70mm2 m *** *** *** BA406.46 2-cores; 95mm2 m *** *** *** BA406.46A 4-cores; 6mm2 m *** *** *** BA406.47 4-cores; 10mm2 m *** *** *** BA406.48 4-cores; 16mm2 m *** *** *** BA406.49 4-cores; 25mm2 m *** *** *** BA406.50 4-cores; 35mm2 m *** *** *** BA406.51 4-cores; 50mm2 m *** *** *** BA406.52 4-cores; 70mm2 m *** *** *** BA406.53 4-cores; 95mm2 m *** *** *** BA406.54 4-cores; 120mm2 m *** *** *** BA406.55 4-cores; 150mm2 m *** *** *** BA406.56 4-cores; 185mm2 m *** *** *** BA406.57 4-cores; 240mm2 m *** *** *** BA406.58 4-cores; 300mm2 m *** *** *** BA406.59 4-cores; 400mm2 m *** *** *** BA406.60 2-cores; 35mm2 m *** *** *** BA406.61 4-cores; 25mm2 m *** *** *** BA406.62 4-cores; 35mm2 m *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 LSG2.3/12 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM 600/1000V LSOH/SWA/XLPE cables; with copper conductors(Cont'd) Drawing into underground ducts BA406.63 4-cores; 50mm2 m *** *** *** BA406.64 4-cores; 95mm2 m *** *** *** BA406.65 4-cores; 150mm2 m *** *** *** BA406.66 4-cores; 240mm2 m *** *** *** BA406.67 4-cores; 300mm2 m *** *** *** BA406.68 4-cores; 400mm2 m *** *** *** Termination glands BA406.69 2-cores; 16mm2 nr *** *** *** BA406.70 2-cores; 25mm2 nr *** *** *** BA406.71 2-cores; 35mm2 nr *** *** *** BA406.72 2-cores; 70mm2 nr *** *** *** BA406.73 2-cores; 95mm2 nr *** *** *** BA406.73A 4-cores; 6mm2 nr *** *** *** BA406.73B 4-cores; 10mm2 nr *** *** *** BA406.74 4-cores; 16mm2 nr *** *** *** BA406.75 4-cores; 25mm2 nr *** *** *** BA406.76 4-cores; 35mm2 nr *** *** *** BA406.77 4-cores; 50mm2 nr *** *** *** BA406.78 4-cores; 70mm2 nr *** *** *** BA406.79 4-cores; 95mm2 nr *** *** *** BA406.80 4-cores; 120mm2 nr *** *** *** BA406.81 4-cores; 150mm2 nr *** *** *** BA406.82 4-cores; 185mm2 nr *** *** *** BA406.83 4-cores; 240mm2 nr *** *** *** BA406.84 4-cores; 300mm2 nr *** *** *** BA406.85 4-cores; 400mm2 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG2.3/13 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- MAIN DISTRIBUTION SYSTEM 450/750V LSOH cables; with Copper conductors Drawing into trunking BA406.86 1-core; 6mm2 m *** *** *** BA406.87 1-core; 10mm2 m *** *** *** BA406.88 1-core; 16mm2 m *** *** *** BA406.89 1-core; 25mm2 m *** *** *** BA406.90 l-core; 50mm2 m *** *** *** BA406.91 1-core; 70mm2 m *** *** *** BA406.92 1-core; 95mm2 m *** *** *** BA406.93 1-core; 120mm2 m *** *** *** BA406.94 1-core; 150mm2 m *** *** *** BA406.95 1-core; 185mm2 m *** *** *** BA406.96 1-core; 240mm2 m *** *** *** BA406.97 1-core; 400mm2 m *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG2.3/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.3 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.3 G2.3 : Main Distribution System DESCRIPTION AMOUNT HK$ ------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.3 : Main Distribution System Page No.LSG2.3/1 *** Page No.LSG2.3/2 *** Page No.LSG2.3/3 *** Page No.LSG2.3/4 *** Page No.LSG2.3/5 *** Page No.LSG2.3/6 *** Page No.LSG2.3/7 *** Page No.LSG2.3/8 *** Page No.LSG2.3/9 *** Page No.LSG2.3/10 *** Page No.LSG2.3/11 *** Page No.LSG2.3/12 *** Page No.LSG2.3/13 *** Page No.LSG2.3/14 *** Page No.LSG2.3/15 *** Page No.LSG2.3/16 *** ------------------------------------------------- Total of Lump Sum Item LSG2.3 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Final circuits in LSHF copper cables and conduits Single core; 2.5mm2 BA0507.1 lighting points nr *** *** *** BA0507.2 switch points; 1 way 1 gang nr *** *** *** BA0507.3 switch points; 1 way 2 gang nr *** *** *** BA0507.4 switch points; 1 way 4 gang nr *** *** *** BA0507.5 switch points; 2 way 1 gang nr *** *** *** BA0507.6 switch points; 2 way 2 gang nr *** *** *** BA0507.6A socket outlet points; 13A; single nr *** *** *** BA0507.7 fuse spur unit points; 13A nr *** *** *** BA0507.8 fuse spur unit points; 13A; via double pole switches nr *** *** *** BA0507.9 connection unit points; 20A; DP nr *** *** *** BA0507.10 isolatinq switch points; 15A; TPN nr *** *** *** Single core; 2.5mm2; ring BA0507.11 socket outlet points; 5A; single nr *** *** *** BA0507.12 socket outlet points; 13A; single nr *** *** *** BA0507.13 socket outlet points; 13A; twin nr *** *** *** BA0507.14 socket outlet points; 13A; single; mounting on floor boxes nr *** *** *** BA0507.15 socket outlet points; 13A; twin; mounting on floor boxes nr *** *** *** BA0507.16 fuse spur unit points; 13A nr *** *** *** BA0507.17 fuse spur unit points; 13A; via double pole switches nr *** *** *** BA0507.18 fuse spur unit points; 13A; mounting on floor boxes nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG2.4/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Final circuits in LSHF Copper cables and conduits(Cont'd) Single core; 4.0mm2 BA0507.19 lighting points nr *** *** *** BA0507.20 socket outlet points; 13A; single nr *** *** *** BA0507.21 socket outlet points; 13A; twin nr *** *** *** BA0507.22 fuse spur unit points; 13A nr *** *** *** BA0507.23 fuse spur unit points; 13A; via double pole switches nr *** *** *** BA0507.24 fuse spur unit points; 13A; mounting on floor boxes nr *** *** *** BA0507.25 connection unit points; 20A; DP nr *** *** *** BA0507.26 connection unit points; 20A; DP; via double pole switches nr *** *** *** BA0507.27 connection unit points; 30A; DP nr *** *** *** BA0507.28 connection unit points; 30A; DP; via double pole switches nr *** *** *** Single core; 4.0mm2; ring BA0507.29 socket outlet points; 13A; single nr *** *** *** BA0507.30 socket outlet points; 13A; twin nr *** *** *** Single core; 6.0mm2 BA0507.31 lighting points nr *** *** *** BA0507.32 socket outlet points; 32A; 3 phase; single nr *** *** *** BA0507.33 fuse spur unit points; 13A nr *** *** *** BA0507.34 fuse spur unit points; 13A; via double pole switches nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Final circuits in FR/LSOH copper cables and conduits Single core; 2.5mm2 BA0507.35 lighting points nr *** *** *** BA0507.36 switch points; 1 way 1 gang nr *** *** *** BA0507.37 switch points; 1 way 2 gang nr *** *** *** BA0507.38 switch points; 2 way 1 gang nr *** *** *** BA0507.39 fuse spur unit points; 13 A; via double pole switches nr *** *** *** Final circuits in XLPE/SWA/PVC copper cables and cable ducts (cable ducts measured separately) Single core; 6.0mm2 BA0507.40 lighting points nr *** *** *** Lighting control Allow for remote lighting control by timers, photoelectric sensors, by-pass switches and hardwire remote control; including control devices, contactors, conduits, wirings and all necessary accessories BA0507.41 generally sum *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings : complete with associated lamps or tubes Batten type fluorescent luminaires; ceiling mounted BA0508.1 1 x 36W; ref:F3 nr *** *** *** BA0508.2 1 x 36W; complete with 2 hours emergency battery conversion kits; ref:F3A nr *** *** *** BA0508.3 2 x 36W; ref:F34 nr *** *** *** BA0508.4 2 x 36W; complete with 2 hours emergency battery conversion kits; ref:F3AC nr *** *** *** Fluorescent luminaires; ceiling mounted BA0508.5 1 x 18W; complete with diffusers; ref:F20 nr *** *** *** BA0508.6 1 x 18W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F20B nr *** *** *** BA0508.7 1 x 36W; complete with diffusers; ref:F19 nr *** *** *** BA0508.8 1 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F19A nr *** *** *** BA0508.9 1 x 58W; ref:F18 nr *** *** *** BA0508.10 2 x 36W; complete with diffusers; ref:F17 nr *** *** *** BA0508.11 2 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F17A nr *** *** *** Waterproof fluorescent luminaires; ceiling mounted BA0508.12 2 x 18W; ref:F13 nr *** *** *** BA0508.13 2 x 36W; ref:F11 nr *** *** *** BA0508.14 2 x 36W; complete with 2 hours emergency battery conversion kits; ref:F11A nr *** *** *** BA0508.15 2 x 36W; ref:F16 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings; complete with associated lamps or tubes(Cont'd) Fluorescent luminaires light panels; recessed mounted on false ceiling BA0508.16 2 x 18W; 600 x 600mm; complete with double parabolic louvres; ref:F35 nr *** *** *** BA0508.17 2 x 18W; 600 x 600mm; complete with double parabolic louvres; and 2 hours emergency battery conversion kits; ref:F35A nr *** *** *** BA0508.18 2 x 36W; 600 x 1200mm; complete with double parabolic louvres; ref:F24 nr *** *** *** BA0508.19 2 x 36W; 600 x 1200mm; complete with double parabolic louvres; and 2 hours emergency battery conversion kits; ref:F24A nr *** *** *** BA0508.20 3 x 36W; 600 x 1200mm; complete with double parabolic louvres; ref:F25 nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings; complete with associated lamps or tubes(Cont'd) Waterproof fluorescent luminaires; pendant mounted BA0508.21 2 x 36W; ref:F11 nr *** *** *** BA0508.22 2 x 36W; complete with 2 hours emergency battery conversion kits; ref:F11A nr *** *** *** BA0508.23 2 x 36W; ref:F16 nr *** *** *** BA0508.24 2 x 36W; ref:F34 nr *** *** *** Fluorescent luminaires; pendant mounted BA0508.25 1 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F19A nr *** *** *** BA0508.26 2 x 36W; 1200mm; complete with diffusers; ref:F17 nr *** *** *** Batten type fluorescent luminaires; wall mounted BA0508.27 1 x 18W; complete with 2 hours emergency battery conversion kits; ref:F2A nr *** *** *** BA0508.28 1 x 36W; 1200mm; ref:F4 nr *** *** *** BA0508.29 1 x 36W; 1200mm; complete with 2 hours emergency battery conversion kits; ref:F4A nr *** *** *** Waterproof fluorescent luminaires; wall mounted BA0508.30 1 x 18W; complete with polycarbonate diffusers; ref:F5A nr *** *** *** BA0508.31 1 x 18W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F5B nr *** *** *** BA0508.32 1 x 18W; ref:F6A nr *** *** *** BA0508.33 1 x 18W; complete with 2 hours emergency battery conversion kits; ref:F6B nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG2.4/6 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings; complete with associated lamps or tubes(Cont'd) Waterproof fluorescent luminaires; wall mounted (Cont'd) BA0508.34 2 x 36W; ref:F11B nr *** *** *** BA0508.35 2 x 36W; complete with 2 hours emergency battery conversion kits; ref:F11C nr *** *** *** BA0508.36 2 x 36W; ref:F34A nr *** *** *** BA0508.37 2 x 36W; complete with 2 hours emergency battery conversion kits; ref:F34B nr *** *** *** Waterproof fluorescent luminaires; surface mounted below platfrom BA0508.38 1 x 58W; ref:F14 nr *** *** *** BA0508.39 1 x 58W; complete with 2 hours emergency battery conversion kits; ref:F14A nr *** *** *** Fluorescent luminaires; wall mounted BA0508.40 1 x 18W; complete with diffusers; ref:F20A nr *** *** *** BA0508.41 1 x 18W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F20C nr *** *** *** BA0508.42 1 x 36W; complete with diffusers; ref:F19B nr *** *** *** BA0508.43 1 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F19C nr *** *** *** BA0508.44 2 x 36W; complete with diffusers; ref:F17B nr *** *** *** BA0508.45 2 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F17C nr *** *** *** -------------------------------------------------------------------------------------------------------------- To collection of Lump Sum Item LSG2.4 *** ---------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings; complete with associated lamps or tubes(Cont'd) Flameproof batten type fluorescent luminaires; wall mounted BA0508.46 1 x 18W; ref:F31 nr *** *** *** BA0508.47 1 x 36W; ref:F7 nr *** *** *** Downlights; surface mounted BA0508.48 1 x 150W; ref:F28 nr *** *** *** Compact fluorescent downlights; recessed mounted on false ceiling BA0508.49 1 x 42W; dia. 245mm; ref:F15 nr *** *** *** BA0508.50 1 x 42W; dia. 245mm; ; complete with 2 hours emergency battery conversion kits; ref:F15A nr *** *** *** BA0508.51 2 x 42W; dia.245mm; ref:F12 nr *** *** *** BA0508.52 2 x 42W; dia. 245mm; ; complete with 2 hours emergency battery conversion kits; ref:F12A nr *** *** *** Waterproof compact fluorescent downlights; recessed mounted on false ceiling BA0508.53 1 x 18W; dia. 205mm; ref:F26 nr *** *** *** BA0508.54 1 x 18W; dia. 205mm; complete with 2 hours emergency battery conversion kits; ref:F26A nr *** *** *** Compact discharge luminaires; surface mounted or pendant BA0508.55 1 x 150W; ref:F8 nr *** *** *** BA0508.56 1 x 150W; completed with 1 x 100W tungster halogen auxiliary lamp and changover lighting control gear; ref: F8A nr *** *** *** Discharge lighting luminaires; wall mounted BA0508.57 1 x 100W; ref:F10 nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Lighting fittings; complete with associated lamps or tubes(Cont'd) Uplighters; surface mounted BA0508.58 1 x 150W; ref:F21 nr *** *** *** Spot lightings; recessed mounted on false ceiling BA0508.59 1 x 50W; dia. 100mm; ref:F22 nr *** *** *** Engaged lightings; surface mounted BA0508.60 generally; ref:F23 nr *** *** *** Downlights; surface vertical mounted BA0508.60A 1 x 150W; ref:F27 nr *** *** *** Floodlights; surface mounted BA0508.61 1 x 150W; ref:F39 nr *** *** *** BA0508.62 1 x 250W; ref:F29 nr *** *** *** Floodlights; poled mounted BA0508.63 1 x 150W; complete with 3m poles; ref:F30 nr *** *** *** Road lighting; poled mounted BA0508.64 1 x 150W; complete with poles; ref:F9 nr *** *** *** Area floodlights; poled mounted BA0508.65 1 x 1000W; 2 nos. mount on poles; completed with 6m poles; ref:F36 nr *** *** *** BA0508.66 1 x 150W; completed with 5m poles; ref:F37 nr *** *** *** BA0508.67 1 x 150W; 2 nos. mount on poles at 180 degree; completed with 5m poles; ref:F37A nr *** *** *** BA0508.68 1 x 150W; 2 nos. mount on poles at 90 degree; completed with 5m poles; ref:F37B nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No.1 LSG2.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Accessories Lighting switches; B.S. 3676; ; surface mounted to walls, columns and the like BA0508.69 10A; SP; 1 gang; 1 way nr *** *** *** BA0508.70 10A; SP; 1 gang; 1 way; weatherproof nr *** *** *** BA0508.71 10A; SP; 2 gang; 1 way nr *** *** *** BA0508.72 10A; SP; 4 gang; 1way nr *** *** *** BA0508.73 10A; SP; 1 gang; 2 way nr *** *** *** BA0508.74 10A; SP; 1 gang; 2 way; weatherproof nr *** *** *** BA0508.75 10A; SP; 2 gang; 2 way nr *** *** *** Socket outlets; B.S. 1363; metal clad type ; surface mounted to walls, columns and the like BA0508.76 5A; 3 pins; single nr *** *** *** BA0508.77 13A; 3 pins; single nr *** *** *** BA0508.78 13A; 3 pins; twin nr *** *** *** Weatherproof socket outlets; B.S. 4343; metal clad type; flush mounted to walls, columns and the like BA0508.79 13A; 3 pins; single nr *** *** *** BA0508.80 13A; 3 pins; twin nr *** *** *** BA0508.81 32A; 3 phase; 5 pins nr *** *** *** Fuse spur units; B.S. 5733 completed with a fuse link; metal clad type ; surface mounted to walls, columns and the like BA0508.82 13A nr *** *** *** BA0508.83 13A; complete with double pole switches; fused at 2A nr *** *** *** BA0508.84 13A; complete with double pole switches; fused at 5A nr *** *** *** BA0508.85 13A; complete with double pole switches nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- LIGHTING AND POWER Accessories(Cont'd) Connection unit BA0508.86 20A; DP nr *** *** *** BA0508.87 20A; DP; complete with double pole switches nr *** *** *** BA0508.88 30A; DP nr *** *** *** BA0508.89 30A; DP; complete with double pole switches nr *** *** *** Underfloor trunking floor outlet boxes BA0508.90 outlet boxes; complete with 1 no. 13A fuse spur unit nr *** *** *** BA0508.91 outlet boxes; complete with 2 nos. 13A 1 gang socket outlets nr *** *** *** BA0508.92 outlet boxes; complete with 2 nos. 13A 1 gang twin socket outlets nr *** *** *** BA0508.93 outlet boxes; complete with 4 nos. 13A 1 gang socket outlets nr *** *** *** Isolating-switches; B.S. En 60947-3; metal clad type; surface mounted to walls, columns and the like BA0508.94 15A; TPN nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". Sum *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.4 G2.4 : Lighting and Power DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.4 : Lighting and Power Page No.LSG2.4/1 *** Page No.LSG2.4/2 *** Page No.LSG2.4/3 *** Page No.LSG2.4/4 *** Page No.LSG2.4/5 *** Page No.LSG2.4/6 *** Page No.LSG2.4/7 *** Page No.LSG2.4/8 *** Page No.LSG2.4/9 *** Page No.LSG2.4/10 *** Page No.LSG2.4/11 *** Page No.LSG2.4/12 *** Page No.LSG2.4/13 *** --------------------------------------------------------------------- Total of Lump Sum Item LSG2.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHING AND LIGHTNING PROTECTION SYSTEMS Earthing system; as shown on Drawing No. LCC300/31/E50/022 Allow for BA0809.1 main and supplementary equipotential bonding to all extraneous conductive parts of; non-electric services and building components; including all component clamps and accessories; complying with the current edition of the IEE regulations sum *** *** *** Test links; including all necessary fixings and accessories BA0809.2 generally nr *** *** *** Main earth terminals including connections of all earthing and bonding tapes BA0809.3 generally nr *** *** *** Clean earth terminals including connections of all earthing and bonding tapes BA0809.4 generally nr *** *** *** Principal main earth terminals and test link boxes; including interconnecting earthing and bonding conductors & connections of all earthing and bonding tapes BA0809.5 generally nr *** *** *** Principal clean earth terminals and test link boxes; including interconnecting earthing and bonding conductors & connections of all earthing and bonding tapes BA0809.6 generally nr *** *** *** Earth electrodes; including earth electrodes termination, all necessary fixing and accessories BA0809.7 generally nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHING AND LIGHTNING PROTECTION SYSTEMS Earthing system; as shown on Drawing No. LCC30O/31/E50/022(Cont'd.) Copper tapes; including saddles, cleats, clips, holdfasts and the like BA0809.8 3 x 25mm m *** *** *** BA0809.9 6 x 50mm m *** *** *** Insulated copper tapes; including saddles, cleats, clips, holdfasts and the like BA0809.10 3 x 25mm m *** *** *** BA0809.11 6 x 50mm m *** *** *** Copper earthing cables BA0809.12 300mm2 m *** *** *** Earth mats BA0809.13 50 x 6mm copper tapes; complete with cladweld connections to form grid m *** *** *** BA0809.14 structural earth terminal; brazed connections to reinforcement of structure nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHING AND LIGHTNING PROTECTION SYSTEMS Lightning protection system; as shown on Drawing No. LCC300/31/E50/022 Lightning air terminals; complete with dynasphere terminals, fibreglass mast, steel supporting poles, ; connected to conductors including fixing with all necessary accessories; as shown on Drg. No. LCC300/31/E30/012 BA0809.15 generally nr *** *** *** Earth electrodes; including earth electrodes termination, all necessary fixing and accessories BA0809.16 generally nr *** *** *** Lightning triax downconductors; including fixing clamps and the like BA0809.17 generally m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection Systems DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.5 : Earthing and Lightning Protection Systems Page No.LSG2.5/1 *** Page No.LSG2.5/2 *** Page No.LSG2.5/3 *** Page No.LSG2.5/4 *** Page No.LSG2.5/5 *** --------------------------------------------------------------------- Total of Lump Sum Item LSG2.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM BAS workstation at Depot Control Room; including connection to the adjacent power supply points and interconnecting wirings BD0101.1 building automation system operator terminals comprising micro processor, keyboards, mouses and monitors nr *** *** *** BD0101.2 printers nr *** *** *** BD0101.3 allow for the software for the complete Building Automation System sum *** *** *** Direct Digital Controllers BD0101.4 BMS DDC outstation; with digital/analogue points nr *** *** *** BD0101.5 BMS DDC outstation; with dedicated data link for chiller interface nr *** *** *** Distribution and principal interconnection system Allow for the Building Automation System data highway (high level) among BAS workstations and BMS DDC outstations digital controllers ; including interconnecting wirings and conduits, trunkings, trays, etc. and all necessary accessories BD0102.1 generally sum *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG2.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001 to 003 For Main L.V. Switchboard; from BMS outstation BD0103.1 CLP incoming main status; DI points nr *** *** *** BD0103.2 automatic transfer switch status; DI points nr *** *** *** BD0103.3 main ACB circuit breaker status; DI points nr *** *** *** BD0103.4 essential power supply status; DI points nr *** *** *** BD0103.5 normal power supply status; DI points nr *** *** *** BD0103.6 main switch door status; DI points nr *** *** *** BD0103.7 MSB battery DC supply status; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Diesel Generators; from BMS outstation BD0103.8 generator main outgoing circuit breaker status; DI points nr *** *** *** BD0103.9 generator operating status (running); DI points nr *** *** *** BD0103.10 generator operation status (fault); DI points nr *** *** *** BD0103.11 common engine status; DI points nr *** *** *** BD0103.12 diesel tank fuel level; AI points nr *** *** *** BD0103.13 generator selector position mode; DI points nr *** *** *** BD0103.14 emergency stop; DI points nr *** *** *** BD0103.15 generator prewarning; DI points nr *** *** *** BD0103.16 generator room door status; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For UPS; from BMS outstation BD0103.17 UPS operating status; DI points nr *** *** *** BD0103.18 UPS changer operation; DI points nr *** *** *** BD0103.19 UPS battery voltage status; DI points nr *** *** *** For Distribution Board (Lighting); from BMS outstation BD0103.20 photosensor level; AI points nr *** *** *** BD0103.21 lighting zone operating mode; DI points nr *** *** *** BD0103.22 lighting zone status; DI points nr *** *** *** BD0103.23 lighting zone control; DO points nr *** *** *** BD0103.24 underplatform lighting status; DI points nr *** *** *** BD0103.25 underplatform lighting control; DO points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS inputs & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Distribution Board(Signs); from BMS outstation BD0103.26 station sign status; DI points nr *** *** *** BD0103.27 station sign control; DO points nr *** *** *** BD0103.28 advertising panel status; DI points nr *** *** *** BD0103.29 advertising panel control; DO points nr *** *** *** For Chilled Water System; from BMS outstation BD0103.30 chiller operating status (off/running); DI points nr *** *** *** BD0103.31 chiller control; DO points nr *** *** *** BD0103.32 chiller status (normal/fault); DI points nr *** *** *** BD0103.33 flow switch status; DI points nr *** *** *** BD0103.34 pump status(stop/running); DI points nr *** *** *** BD0103.35 pump control; DO points nr *** *** *** BD0103.36 pump status(normal/fault); DI points nr *** *** *** BD0103.37 chiller operating mode; DI points nr *** *** *** BD0103.38 chiller isolation stop valve control; DO points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output, point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Chilled Water System; from BMS outstation (Cont'd) BD0103.39 water flow rate; AI points nr *** *** *** BD0103.40 chiller entering water temperature; AI points nr *** *** *** BD0103.41 chiller leaving water temperature; AI points nr *** *** *** BD0103.42 chiller running current ampere; AI points nr *** *** *** BD0103.43 condenser pressure; AI points nr *** *** *** BD0103.44 evaporator pressure; AI points nr *** *** *** BD0103.45 header differential pressure; AI points nr *** *** *** BD0103.46 bypass valve control; AO points nr *** *** *** BD0103.47 chiller water temperature setpoint; AO points nr *** *** *** BD0103.48 chiller capacity control; AO points nr *** *** *** BD0103.49 water treatment chemical level; DI points nr *** *** *** BD0103.50 expansion tank level(normal/low); DI points nr *** *** *** BD0103.51 expansion tank level(normal/high); DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, 1evel sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Air Handling Units; from BMS outstation BD0103.52 AHU operating status (stopped/running); DI points nr *** *** *** BD0103.53 AHU control; DO points nr *** *** *** BD0103.54 AHU operating status (normal/fault); DI points nr *** *** *** BD0103.55 AHU operating mode; DI points nr *** *** *** BD0103.56 return air temperature; AI points nr *** *** *** BD0103.57 filter differential pressure; DI points nr *** *** *** BD0103.58 AHU stop valve; DO points nr *** *** *** BD0103.59 modulating valve control signal; AO points nr *** *** *** BD0103.60 filter clog status; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Fan Coil Units; from BMS outstation BD0103.61 FCU operating status (stopped/running); DI points nr *** *** *** BD0103.62 FCU control; DO points nr *** *** *** BD0103.63 FCU operating status (normal/fault); DO points nr *** *** *** BD0103.64 FCU operating mode; DI points nr *** *** *** BD0103.65 indoor temperature; AI points nr *** *** *** For Ventilation fans; from BMS outstation BD0103.66 fan operating status (stopped/running); DI points nr *** *** *** BD0103.67 fan control; DO points nr *** *** *** BD0103.68 fan operating status (normal/fault); DI points nr *** *** *** BD0103.69 fan operating mode; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Smoke Extract Fans; from BMS outstation BD0103.70 fan operating status (stopped/running); DI points nr *** *** *** BD0103.71 fan operating status (normal/fault); DI points nr *** *** *** BD0103.72 fan operating mode; DI points nr *** *** *** BD0103.73 isolating damper status; DI points nr *** *** *** For Staircase Pressurization fans; from BMS outstation BD0103.74 fan operating status (stopped/running); DI points nr *** *** *** BD0103.75 fan control; DO points nr *** *** *** BD0103.76 fan operating status (normal/fault); DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Motorised Damper (supply & return air); from BMS outstation BD0103.77 modulating damper status; DI nr *** *** *** BD0103.78 modulating damper control; DO nr *** *** *** For Air conditioners; from BMS Outstation BD0103.79 temperature measurement; AI points nr *** *** *** BD0103.80 humidity measurement; AI points nr *** *** *** BD0103.81 carbon dioxide measurement; AI points nr *** *** *** For Motor Control Centres; from BMS Outstation BD0103.82 load supply status; DI points nr *** *** *** BD0103.83 fire mode alarm; DI points nr *** *** *** BD0103.84 fire mode reset; DO points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Plumbing Plant; from BMS outstation BD0103.85 control operating mode; DI nr *** *** *** BD0103.86 pump status; DI points nr *** *** *** BD0103.87 water tank level (normal/low); DI points nr *** *** *** BD0103.88 water tank level (normal/high); DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Sewage Treatment; from BMS outstation BD0103.89 control operating mode; DI points nr *** *** *** BD0103.90 sewage pump status; DI points nr *** *** *** BD0103.91 sewage treatment equalisat tank; DI points nr *** *** *** BD0103.92 sewage pump flooding; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators /operators measured Separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Fire Services & Sprinkler; from BMS outstation BD0103.93 sprinkler system tank level (normal/low); DI points nr *** *** *** BD0103.94 sprinkler system tank level (normal/high); DI points nr *** *** *** BD0103.95 sprinkler system water pressure; DI points nr *** *** *** BD0903.96 sprinkler pumps operating mode; DI points nr *** *** *** BD0103.97 hydrant/hosereel tank level (normal/low); DI points nr *** *** *** BD0103.98 hydrant/hosereel tank level (normal/high); DI points nr *** *** *** BD0103.99 hydrant/hosereel water pressure; DI points nr *** *** *** BD0103.100 hydrant/hosereel pumps operating mode; DI points nr *** *** *** BD0103.101 street hydrant tank level (normal/low); DI points nr *** *** *** BD0103.102 street hydrant tank level (normal/high); DI points nr *** *** *** BD0103.103 street hydrant water pressure; DI points nr *** *** *** BD0103.104 street hydrant pumps operating mode; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- BUILDING AUTOMATION SYSTEM Final circuit points including all necessary sensors, detectors, thermometer, dry contacts, transducers, contactors, switches, level sensors, instruments, flow meters, devices, etc. (valves and dampers complete with actuators/operators measured separately) as required; as shown on Specification for Building Services - Annex C (BMS input & output point schedule) and Drawing No. LCC300/31/M54/001-003(Cont'd) For Fire Alarm System; from BMS outstation BD0103.105 general fire alarm; DI points nr *** *** *** BD0103.106 common system status; DI points nr *** *** *** For Lift & Escalators; from BMS outstation BD0103.107 operating status; DI points nr *** *** *** BD0103.108 equipment status; DI points nr *** *** *** For Security System; from BMS outstation BD0103.109 common system status; DI points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.6 G2.6 : Building Automation System DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.6 : Building Automation System Page No.LSG2.6/1 *** Page No.LSG2.6/2 *** Page No.LSG2.6/3 *** Page No.LSG2.6/4 *** Page No.LSG2.6/5 *** Page No.LSG2.6/6 *** Page No.LSG2.6/7 *** Page No.LSG2.6/8 *** Page No.LSG2.6/9 *** Page No.LSG2.6/10 *** Page No.LSG2.6/11 *** Page No.LSG2.6/12 *** Page No.LSG2.6/13 *** Page No.LSG2.6/14 *** Page No.LSG2.6/15 *** Page No.LSG2.6/16 *** --------------------------------------------------------------------- Total of Lump Sum Item LSG2 .6 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- SPECIAL SERVICES : SECURITY SYSTEM SECURITY AND BURGLAR ALARM SYSTEM Equipment and ancillaries Security alarm panel; compete with all necessary accessories; as shown on Drawing no. LCC300/31/E50/023 BA0901.1 generally nr *** *** *** Push buttons BA0901.2 generally nr *** *** *** Kick bars BA0901.3 generally nr *** *** *** Final circuits in approved cables and conduits From security alarm panels to BA0907.1 push button points nr *** *** *** BA0907.2 kick bar points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- SPECIAL SERVICES : SECURITY SYSTEM ALARM FOR PANIC BOLT DOORS Equipment and ancillaries Mimic map alarm panel for panic bolt door; compete with all necessary accessories; as shown on Drawing no. LCC300/31/E50/025 BA0901.4 generally nr *** *** *** Marshalling cabinets; complete with all necessary accessories and interconnecting wirings and conduits BA0901.5 generally nr *** *** *** final circuits in approved Cables and conduits From mimic map alarm panels to BA0907.3 panic bolt points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- SPECIAL SERVICES : SECURITY SYSTEM CALL BELL SYSTEM Equipment and ancillaries Design, supply and install the call bells systems; complete with power supply, concealed GI conduits. Call panels, buzzer, indication lights, control panels; as described in Particular Specification Clause 2.17.1 and as shown in Drawing no. LCC300/31/E50/021 BA0901.6 call bell system for barrier lines sum *** BA0901.7 call bell system for fare adjustment office sum *** BA0901.8 call bell system for entrances of station sum *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- SPECIAL SERVICES : SECURITY SYSTEM WATER DETECTION SYSTEM Equipment and ancillaries Water leakage detection panels; complete with all necessary accessories BA0901.9 located in General Office of Immigration Department nr *** *** *** Flood sensors BA0901.10 located in ICAS resilience room (DEP 1) nr *** *** *** BA0901.11 located in ICAS resilience room (DEP 2) nr *** *** *** BA0901.12 located in ICAS resilience room (ARR 1) nr *** *** *** BA0901.13 located in ICAS resilience room (ARR 1) nr *** *** *** Final circuits in approved Cables and conduits From water leakage detection panels to BA0907.4 panic bolt points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/6 Contract No. LCC-30 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.7 G2.7 : Special Services DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.7 : Special Services Page No.LSG2.7/1 *** Page No.LSG2.7/2 *** Page No.LSG2.7/3 *** Page No.LSG2.7/4 *** Page No.LSG2.7/5 *** Page No.LSG2.7/6 *** --------------------------------------------------------------------- Total of Lump Sum Item LSG2.7 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Hot dipped galvanized sheet steel trunkings and fittings; BS 4678; Part 1; including all painting Fixing to walls, columns and the like BA1005.1 50 x 50mm; 1 compartments m *** *** *** BA1005.2 75 x 75mm; 1 compartments m *** *** *** BA1005.3 100 x 100mm; 1 compartments m *** *** *** BA1005.4 150 x 100mm; 1 compartments m *** *** *** BA1005.5 150 x 150mm; 1 compartments m *** *** *** BA1005.6 200 x 100mm; 1 compartments m *** *** *** BA1005.7 200 x 150mm; 1 compartments m *** *** *** BA1005.8 300 x 100mm; 1 compartments m *** *** *** Fixing to or suspending from soffits BA1005.9 50 x 50mm; 1 compartments m *** *** *** BA1005.10 75 x 75mm; 1 compartments m *** *** *** BA1005.11 100 x 100mm; 1 compartments m *** *** *** BA1005.12 150 x 100mm; 1 compartments m *** *** *** BA1005.13 150 x 150mm; 1 compartments m *** *** *** BA1005.14 200 x 100mm; 1 compartments m *** *** *** BA1005.15 200 x 150mm; 1 compartments m *** *** *** BA1005.16 300 x 100mm; 1 compartments m *** *** *** Supporting on floor BA1005.17 100 x 100mm; 1 compartments m *** *** *** BA1005.18 150 x 150mm; 1 compartments m *** *** *** Extra over 50 x 50mm trunkings; 1 compartments for BA1005.19 bends nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Hot dipped galvanized sheet steel trunkings and fittings; BS 4678; Part 1; including all painting(Cont'd) Extra over 75 x 75mm trunkings; 1 compartments for BA1005.20 bends nr *** *** *** BA1005.21 tees nr *** *** *** Extra over 100 x 100mm trunkings; 1 compartments for BA1005.22 bends nr *** *** *** BA1005.23 tees nr *** *** *** BA1005.24 reducing tees nr *** *** *** Extra over 150 x 100mm trunkings; 1 compartments for BA1005.25 bends nr *** *** *** BA1005.26 tees nr *** *** *** BA1005.27 reducing tees nr *** *** *** Extra over 150 x 150mm trunkings; 1 compartments for BA1005.28 bends nr *** *** *** BA1005.29 tees nr *** *** *** BA1005.30 reducing tees nr *** *** *** Extra over 200 x 100mm trunkings; 1 compartments for BA1005.31 bends nr *** *** *** BA1005.32 tees nr *** *** *** BA1005.33 reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING; CABLE TRAY AND CONDUIT Hot dipped galvanized sheet steel trunkings and fittings; BS 4678; Part 1; including all painting(Cont'd) Extra over 200 x 150mm trunkings; 1 compartments for BA1005.34 bends nr *** *** *** BA1005.35 reducing tees nr *** *** *** Extra over 300 x 100mm trunkings; 1 compartments for BA1005.36 bends nr *** *** *** BA1005.37 tees nr *** *** *** BA1005.38 reducing tees nr *** *** *** Stop end to BA1005.39 75 x 75mm trunkings; 1 compartments nr *** *** *** BA1005.40 100 x 100mm trunkings; 1 compartments nr *** *** *** BA1005.41 150 x 100mm trunkings; 1 compartments nr *** *** *** BA1005.42 150 x 150mm trunkings; 1 compartments nr *** *** *** BA1005.43 200 x 100mm trunkings; 1 compartments nr *** *** *** BA1005.44 300 x 100mm trunkings, 1 compartments nr *** *** *** Hot dipped galvanized sheet steel underfoor trunkings and fittings; BS 4678; Part 1; including all painting Supporting on floor BA1005.45 150 x 75mm; 3 compartments m *** *** *** BA1005.46 350 x 75mm; 3 compartments m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Hot, dipped galvanized sheet steel underfoor trunkings and fittings; BS 4678; Part 1; including all Painting(Cont'd) Extra over 150 x 75mm trunkings; 3 compartments for BA1005.47 bends nr *** *** *** BA1005.48 tees nr *** *** *** Extra over 350 x 75mm trunkings; 3 compartments for BA1005.49 bends nr *** *** *** Stop end to BA1005.50 150 x 75mm trunkings; 3 compartments nr *** *** *** BA1005.51 350 x 75mm trunkings; 3 compartments nr *** *** *** Junction boxes; crossover type to BA1005.52 150 x 75mm trunkings; 3 compartments nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Hot dipped galvanized sheet steel cable trays and fittings; B.S. 1449: including all painting Fixing to walls, columns and the like BA1005.53 100mm wide m *** *** *** BA1005.54 150mm wide m *** *** *** BA1005.55 200mm wide m *** *** *** BA1005.56 300mm wide m *** *** *** BA1005.57 400mm wide m *** *** *** BA1005.58 450mm wide m *** *** *** BA1005.59 600mm wide m *** *** *** Fixing to or suspending from soffits BA1005.60 100mm wide m *** *** *** BA1005.61 150mm wide m *** *** *** BA1005.62 200mm wide m *** *** *** BA1005.63 300mm wide m *** *** *** BA1005.64 400mm wide m *** *** *** BA1005.65 450mm wide m *** *** *** BA1005.66 600mm wide m *** *** *** Laid underfloor BA1005.67 225mm wide m *** *** *** BA1005.68 400mm wide m *** *** *** BA1005.69 450mm wide m *** *** *** BA1005.70 600mm wide m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Hot dipped galvanized sheet steel cable trays and fittings: B.S. 1449; including all painting(Cont'd) Extra over 100mm wide trays for BA1005.71 bends nr *** *** *** Extra over 150mm wide trays for BA1005.72 bends nr *** *** *** BA1005.73 tees nr *** *** *** Extra over 200mm wide trays for BA1005.74 bends nr *** *** *** BA1005.75 tees nr *** *** *** BA1005.76 reducing tees nr *** *** *** Extra over 225mm wide trays for BA1005.77 bends nr *** *** *** BA1005.78 tees nr *** *** *** Extra over 300mm wide trays for BA1005.79 bends nr *** *** *** BA1005.80 tees nr *** *** *** BA1005.81 reducing tees nr *** *** *** Extra over 400mm wide trays for BA1005.82 bends nr *** *** *** BA1005.83 reducers nr *** *** *** BA1005.84 tees nr *** *** *** BA1005.85 reducing tees nr *** *** *** Extra over 600mm wide trays for BA1005.86 bends nr *** *** *** BA1005.87 tees nr *** *** *** BA1005.88 reducing tees nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- TRUNKING, DUCTING, CABLE TRAY AND CONDUIT Heavy gauge hot dipped galvanised steel conduits; B.S. 4568; complete with fittings, draw wires, earthing, bonding and all necessary accessories Fixing to walls, columns and the like 3A1005.89 25mm diameter m *** *** *** Fixing to or suspending from soffits BA1005.90 25mm diameter m *** *** *** BA1005.91 32mm diameter m *** *** *** Final circuits in conduits only Heavy gauge hot dipped galvanised steel conduits; B.S. 4568; tee off from trunkings/trays; complete with fittings, draw wires, cover plates, termination boxes, couplers, earthing, bonding and all necessary accessories BA1005.92 telephone outlet points nr *** *** *** BA1005.93 fax outlet points nr *** *** *** BA1005.94 CCTV camera points nr *** *** *** BA1005.95 computer outlet points nr *** *** *** BA1005.96 intercom points nr *** *** *** BA1005.97 speaker points nr *** *** *** BA1005.98 PABX extension points nr *** *** *** BA1005.99 clock points nr *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charge The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and Conduit DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.8 : Trunking, Ducting, Cable Tray and Conduit Page No.LSG2.8/1 *** Page No.LSG2.8/2 *** Page No.LSG2.8/3 *** Page No.LSG2.8/4 *** Page No.LSG2.8/5 *** Page No.LSG2.8/6 *** Page No.LSG2.8/7 *** Page No.LSG2.8/8 *** Page No.LSG2.8/9 *** --------------------------------------------------------------------- Total of Lump Sum Item LSG2.8 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- SUNDRIES Allow for the following and executing to the satisfaction of the Engineer Provision of testing, including integrated testing, setting to work and commissioning the complete electrical system BA1110.1 generally sum *** Providing of plates, discs, labels, tags, coloured stencil and painted bands for plant, equipment, cables, switches and the like BA1110.2 generally sum *** Providing of fire stopping including internal fire barriers to trunking, busbar trunking, inside pipe sleeves etc. and the like BA1110.3 generally sum *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G2 : Electrical Lump Sum Item LSG2.9 G2.9 : Sundries DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG2.9 : Sundries Page No.LSG2.9/1 *** Page No.LSG2.9/2 *** Page No.LSG2.9/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG2.9 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG2.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: INCOMING MAIN Galvanized steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; flanged joints BB1602.1 150mm diameter m *** *** *** Fixing to or suspending from soffits; flanged joints BB1602.2 150mm diameter m *** *** *** Supporting on floors; flanged joints BB1602.3 150mm diameter m *** *** *** Extra over 150mm diameter pipe for BB1602.4 bends nr *** *** *** BB1602.5 tees nr *** *** *** In-line equipment Gate valves; cast iron; B.S. 5163 BB1602.6 150mm diameter nr *** *** *** Non-return valves; cast iron; B.S. 5153 BB1602.7 150mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 150mm diameter pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. *** The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.1 G3.1 : Incoming Main DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.1 : Incoming Main Page No.LSG3.1/1 *** Page No.LSG3.1/2 *** Page No.LSG3.1/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.1 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM Equipment and ancillaries Centrifugal pumps; horizontal end suction type BB1601.1 capable of handling 4000 litre/min at 622 kPa; at not exceeding 2900 r.p.m.; ref:SHP-001 & 002 nr *** *** *** Centrifugal pumps; vertical multi-stage type BB1601.2 capable of handling 230 litre/min at 580 kPa; at not exceeding 2900 r.p.m.; ref:SHP-003 nr *** *** *** Instrumentation Pressure gauges assemblies comprising 100mm diameter dial; with isolating valves/cocks and pipework; including all necessary insulation BB1601.3 mounting on or jointing to pipes nr *** *** *** Pressure switches assembly; including all necessary interconnecting piping, etc. BB1601.4 mounting on or jointing to pipes nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; flanged joints BB1602.1 150mm diameter m *** *** *** Fixing to or suspending from soffits; flanged joints BB1602.2 150mm diameter m *** *** *** Supporting on floors; screwed joints BB1602.3 50mm diameter m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG3.2/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium grade Extra over 150mm diameter pipe for BB1602.4 bends nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Wrapping in bituminous tape and laying in trench (trenching and backfilling by other trades); flanged joints BB1602.5 150mm diameter m *** *** *** Extra over 150mm diameter pipe for BB1602.6 bends nr *** *** *** BB1602.7 ductfoot bends nr *** *** *** BB1602.8 tees nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM Ductile iron pipes and fittings; B.S. EN 545; externally and internally coated with cold bitumen Fixing to walls, columns and the like; flanged joints BB1602.9 200mm diameter m *** *** *** Fixing to or suspending from soffits; flanged joints BB1602.10 200mm diameter m *** *** *** Supporting on floors; flanged joints BB1602.11 200mm diameter m *** *** *** BB1602.12 250mm diameter m *** *** *** Extra over 200mm diameter pipe for BB1602.13 bends nr *** *** *** BB1602.14 tees nr *** *** *** BB1602.15 reducing tees nr *** *** *** Return header pipes; with flanged ends; 250mm diameter; including 1 No.250mm diameter inlet and 1 No. 50mm diameter & 2 No. 250mm diameter outlets BB1602.16 4.5m long; for pumps nr *** *** *** Supply header pipes; with flanged ends; 200mm diameter; including 1 No. 50mm diameter & 2 No. 200mm diameter inlets and 1 No. 200mm diameter outlets BB1602.17 4.5m long; for pumps nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM In-line equipment Gate valves; bronze; B.S. 5154 BB1602.18 50mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5163 BB1602.19 150mm diameter; spindle type nr *** *** *** Motorized gate valves; cast iron; B.S. 5163; complete with actuators BB1602.20 150mm diameter nr *** *** *** BB1602.21 200mm diameter nr *** *** *** BB1602.22 250mm diameter nr *** *** *** Non-return valves; bronze; B.S. 5154 BB1602.23 50mm diameter nr *** *** *** Non-return valves; cast iron; B.S. 5153 BB1602.24 150mm diameter nr *** *** *** Strainers; bronze; "Y" type; with screw plugs BB1602.25 50mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BB1602.26 200mm diameter nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM In-line equipment (Cont'd) Flexible connectors BB1602.27 50mm diameter nr *** *** *** BB1602.28 150mm diameter nr *** *** *** BB1602.29 200mm diameter nr *** *** *** Vortex inhibitors BB1602.30 jointed to pipes; 250mm diameter nr *** *** *** Ball float valves; cast iron; complete with stilling pipe float BB1602.31 jointed to pipes; 150mm diameter nr *** *** *** Cast iron street hydrants BB1602.32 generally nr *** *** *** Puddle flanges Gunmetal BB1602.33 50mm diameter nr *** *** *** Cast iron BB1602.34 150mm diameter nr *** *** *** BB1602.35 200mm diameter nr *** *** *** BB1602.36 250mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 small pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: STREET FIRE HYDRANT SYSTEM PAINTING (Cont'd) Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing (Cont'd) BB1605.2 150mm diameter pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron metal works; to pipe and tubing BB1605.3 200mm diameter pipes m *** *** *** BB1605.4 250mm diameter pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. *** The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.2 : Street Fire Hydrant System Page No.LSG3.2/1 *** Page No.LSG3.2/2 *** Page No.LSG3.2/3 *** Page No.LSG3.2/4 *** Page No.LSG3.2/5 *** Page No.LSG3.2/6 *** Page No.LSG3.2/7 *** Page No.LSG3.2/8 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.2 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM Equipment and ancillaries Centrifugal pumps; horizontal end suction type BB1601.1 capable of handling 1350 litre/min at 745 kPa; at not exceeding 2900 r.p.m.; ref:FHP-001&002 nr *** *** *** BB1601.2 capable of handling 230 litre/min at 830 kPa; at not exceeding 2900 r.p.m.; ref:FHP-003 nr *** *** *** Instrumentation Pressure gauges assemblies comprising 100mm diameter dial; with isolating valves/cocks and pipework; including all necessary insulation BB1601.3 mounting on or jointing to pipes; nr *** *** *** Pressure switches assembly; including all necessary interconnecting piping, etc. BB1601.4 mounting on or jointing to pipes nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; screwed joints BB1602.1 32mm diameter m *** *** *** BB1602.2 50mm diameter m *** *** *** BB1602.3 100mm diameter m *** *** *** BB1602.4 150mm diameter m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG3.3/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium grade (Cont'd) Fixing to or suspending from soffits; screwed joints BB1602.5 50mm diameter m *** *** *** BB1602.6 100mm diameter m *** *** *** BB1602.7 150mm diameter m *** *** *** Supporting on floors; screwed joints BB1602.8 50mm diameter m *** *** *** Supporting on floors; flanged joints BB1602.9 150mm diameter m *** *** *** Extra over 100mm diameter pipe for BB1602.10 bends nr *** *** *** BB1602.11 reducing bends nr *** *** *** BB1602.12 tees nr *** *** *** BB1602.13 reducing tees nr *** *** *** Extra over 150mm diameter pipe for BB1602.14 bends nr *** *** *** BB1602.15 tees nr *** *** *** BB1602.16 reducing bends nr *** *** *** BB1602.17 reducing tees nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM Galvanized steel pipes and fittings; B.S. 1387; heavy grade (Cont'd) Supply header pipes; with flanged ends; 150mm diameter; including 1 No. 50mm diameter & 2 No. 150mm diameter inlets and 1No. 150mm diameter outlets BB1602.18 4m long; for pumps nr *** *** *** Ductile iron pipes and fittings; B.S. EN 545; externally and internally coated with cold bitumen Supporting on floors; flanged joints BB1602.19 200mm diameter m *** *** *** Extra over 200mm diameter pipe for BB1602.20 bends nr *** *** *** Return header pipes; with flanged ends; 200mm diameter; including 1 No. 200mm diameter inlet and 1 No. 50mm diameter & 2 No. 200mm diameter outlets BB1602.21 4m long; for pumps nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM In-line equipment Gate valves; bronze; B.S. 5154 BB1602.22 32mm diameter nr *** *** *** BB1602.23 50mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5163 BB1602.24 100mm diameter nr *** *** *** Motorized Gate valves; cast iron; B.S. 5163; complete with actuators BB1602.25 100mm diameter nr *** *** *** BB1602.26 150mm diameter nr *** *** *** BB1602.27 200mm diameter nr *** *** *** Non-return valves; bronze; B.S. 5154 BB1602.28 50mm diameter nr *** *** *** Non-return valves; cast iron; B.S. 5153 BB1602.29 150mm diameter nr *** *** *** Strainers; bronze; "Y" type; with screw plugs BB1602.30 50mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BB1602.31 200mm diameter nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM In-line equipment (Cont'd) Flexible connectors BB1602.32 50mm diameter nr *** *** *** BB1602.33 150mm diameter nr *** *** *** BB1602.34 200mm diameter nr *** *** *** Brass twin outlet fire hydrants; female instantaneous type; 137mm diameter aluminium alloy control hand wheel; B.S. 5041: Part 1; complete with brass blank caps and chains and all necessary accessories BB1602.35 generally nr *** *** *** Hose reels; with pressed mild steel drums; 30meters reinforced rubber hoses; with nozzles; hose guides; nozzle cabinets; instruction plates; strikers; and all necessary accessories BB1602.36 generally nr *** *** *** Gunmetal twin Fire Service inlets; with screw down globe type stop valve and all necessary accessories; with two 63.50mm instantaneous inlets complete with integral non-return valves BB1602.37 generally nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: FIRE HYDRANT AND HOSEREEL SYSTEM In-line equipment (Cont'd) Vortex inhibitors BB1602.38 jointed to pipes; 200mm diameter nr *** *** *** Ball float valves; cast iron; complete with stilling pipe float BB1602.39 jointed to pipes; 150mm diameter nr *** *** *** Puddle flanges Gunmetal BB1602.40 50mm diameter nr *** *** *** Cast iron BB1602.41 150mm diameter nr *** *** *** BB1602.42 200mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 small pipes m *** *** *** BB1605.2 large pipes m *** *** *** BB1605.3 150mm diameter pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron metal works; to pipe and tubing BB1605.4 200mm diameter pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. *** The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.3 : Fire Hydrant and Hose Reel System Page No.LSG3.3/1 *** Page No.LSG3.3/2 *** Page No.LSG3.3/3 *** Page No.LSG3.3/4 *** Page No.LSG3.3/5 *** Page No.LSG3.3/6 *** Page No.LSG3.3/7 *** Page No.LSG3.3/8 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.3 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM Equipment and ancillaries Centrifugal pumps; horizontal end suction type BB1601.1 capable of handling 2700/1350/1100 litre/min at 220/527/546 kPa; at not exceeding 2900 r.p.m.; ref:SPP-001 & 002 nr *** *** *** Centrifugal pumps; vertical multi-stage type BB1601.2 capable of handling 230 litre/min at 240 kPa; at not exceeding 2900 r.p.m.; ref:SPP 003 nr *** *** *** Instrumentation Pressure gauges assemblies comprising 100mm diameter dial; with isolating valves/cocks and pipework; including all necessary insulation BB1601.3 mounted on or jointed to pipes; nr *** *** *** Pressure switches assembly; including all necessary interconnecting piping, etc. BB1601.4 mounting on or jointing to pipes nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSG3.4/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium Fixing to walls, columns and the like; screwed joints BB1602.1 25mm diameter m *** *** *** BB1602.2 32mm diameter m *** *** *** BB1602.3 40mm diameter m *** *** *** BB1602.4 50mm diameter m *** *** *** BB1602.5 65mm diameter m *** *** *** BB1602.6 100mm diameter m *** *** *** Fixing to walls, columns and the like; flanged joints BB1602.7 150mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.8 25mm diameter m *** *** *** BB1602.9 32mm diameter m *** *** *** BB1602.10 40mm diameter m *** *** *** BB1602.11 50mm diameter m *** *** *** BB1602.12 65mm diameter m *** *** *** BB1602.13 100mm diameter m *** *** *** Fixing to or suspending from soffits; flanged joints BB1602.14 150mm diameter m *** *** *** Extra over 65mm diameter pipe for BB1602.15 bends nr *** *** *** BB1602.16 tees nr *** *** *** BB1602.17 reducing tees nr *** *** *** BB1602.18 reducing crosses nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium grade (Cont'd) Extra over 100mm diameter pipe for BB1602.19 bends nr *** *** *** BB1602.20 tees nr *** *** *** BB1602.21 crosses nr *** *** *** BB1602.22 reducing tees nr *** *** *** BB1602.23 reducing crosses nr *** *** *** Extra over 150mm diameter pipe for BB1602.24 bends nr *** *** *** BB1602.25 tees nr *** *** *** BB1602.26 reducing tees nr *** *** *** BB1602.27 reducing crosses nr *** *** *** Supply header pipes; with flanged end and painting; 150mm diameter; including 1 No. 50mm diameter & 2 No. 150mm diameter inlets and 1 No. 150mm diameter outlets BB1602.28 4m long; for pumps nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM Ductile iron pipes and fittings: B.S. EN 545; externally and internally coated with cold bitumen (Cont'd) Supporting on floors; flanged joints BB1602.29 200mm diameter m *** *** *** Extra over 200mm diameter pipe for BB1602.30 bends nr *** *** *** Return header pipes; with flanged end and painting; 200mm diameter; including 1 No. 200mm diameter inlet and 1 No. 50mm diameter & 2 No. 200mm diameter outlets BB1602.31 5m long; for pumps nr *** *** *** In-line equipment Gate valves; bronze; B.S. 5154 BB1602.32 50mm diameter nr *** *** *** Motorized gate valves; cast iron; B.S. 5163; complete with actuators BB1602.33 150mm diameter nr *** *** *** BB1602.34 200mm diameter nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM In-line equipment (Cont'd) Non-return valves; bronze; B.S. 5154 BB1602.35 50mm diameter nr *** *** *** Non-return valves; cast iron; B.S. 5153 BB1602.36 150mm diameter nr *** *** *** Strainers; bronze; "Y" type; with screw plugs BB1602.37 50mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BB1602.38 200mm diameter nr *** *** *** Subsidiary stop valves; including micro switches and accessories BB1602.39 150mm diameter nr *** *** *** Flexible connectors BB1602.40 50mm diameter nr *** *** *** BB1602.41 150mm diameter nr *** *** *** BB1602.42 200mm diameter nr *** *** *** Vortex inhibitors BB1602.43 jointed to pipes; 200mm diameter nr *** *** *** Ball float valves; cast iron; complete with stilling pipe float BB1602.44 jointed to pipes; 150mm diameter nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM In-line equipment (Cont'd) Sprinkler control valve sets; with electrical monitoring gate valves, alarm valves, water alarm gongs, pressure switches, pressure gauge, flow meters, proving pipes and orifice plates BB0602.45 200mm diameter inlets and 200 mm diameter outlets nr *** *** *** Gunmetal twin type sprinkler inlets; with screw down globe type stop valve and all necessary accessories; with two 63.50mm instantaneous inlets complete with integral non-return valves BB1602.46 to 150mm diameter pipes nr *** *** *** BB1602.47 to 200mm diameter pipes nr *** *** *** Quartzoid bulb sprinkler heads; with temperature rating at 68 degrees C BB1602.48 chromium plated nr *** *** *** BB1602.49 chromium plated; complete with metal ceiling masking plates nr *** *** *** Fast response type quartzoid bulb sprinkler heads; with temperature rating at 68 degrees C BB1602.50 chromium plated nr *** *** *** BB1602.51 chromium plated; complete with metal ceiling masking plates nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: AUTOMATIC WET SPRINKLER SYSTEM Puddle flanges Gunmetal BB1602.52 50mm diameter nr *** *** *** Cast iron BB1602.53 150mm diameter nr *** *** *** BB1602.54 200mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1602.1 small pipes m *** *** *** BB1602.2 large pipes m *** *** *** BB1602.3 150mm diameter pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron metal works; to pipe and tubing BB1602.4 200mm diameter pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.4 : Automatic Wet Sprinkler System Page No.LSG3.4/1 *** Page No.LSG3.4/2 *** Page No.LSG3.4/3 *** Page No.LSG3.4/4 *** Page No.LSG3.4/5 *** Page No.LSG3.4/6 *** Page No.LSG3.4/7 *** Page No.LSG3.4/8 *** Page No.LSG3.4/9 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: RECYCLING PREACTION SPRINKLER SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; screwed joints BB1602.1 40mm diameter m *** *** *** BB1602.2 65mm diameter m *** *** *** BB1602.3 100mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.4 32mm diameter m *** *** *** BB1602.5 40mm diameter m *** *** *** BB1602.6 50mm diameter m *** *** *** BB1602.7 65mm diameter m *** *** *** Supporting on floors; screwed joints BB1602.8 32mm diameter m *** *** *** BB1602.9 40mm diameter m *** *** *** Extra over 65mm diameter pipe for BB1602.10 bends nr *** *** *** BB1602.11 reducing tees nr *** *** *** Extra over 100mm diameter pipe for BB1602.12 reducing tees nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: RECYCLING PREACTION SPRINKLER SYSTEM In-line equipment Flow control valve sets; complete with flow control valves, manual control valves, subsidiary stop valves, subsidiary stop valves with micro switches, solenoid valves, non-return valves, drain valves, strainers, alarm pressure switches, alarm test valves, alarm shut-off valves, water alarm gong, pressure gauges, preaction recycling sprinkler trim boxes, drain cup and control panels, batteries and chargers, air supply system, etc,; including all necessary interconnecting wiring, pipeworks and connections to power supply point; as to Drawing No. LCC300/31/M06/001 (Flow switches, detectors, alarm bells, flashing indicating lamps, sprinkler heads, distribution pipeworks and power supply point measured separately) BB1602.13 jointed to pipes; 100mm diameter nr *** *** *** Conventional upright type quartzoid bulb sprinkler heads; with temperature rating at 68 degrees C BB1602.14 chromium plated nr *** *** *** BB1602.15 chromium plated; with baffle plates nr *** *** *** Dry pendant type sprinkler heads; with temperature rating at 68 degrees C BB1602.16 chromium plated nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION; RECYCLING PREACTION SPRINKLER SYSTEM PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 small pipes m *** *** *** BB1605.2 large pipes m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. *** The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with - "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 :Fire Services Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.5 : Recycling Pre-action Sprinkler System Page No.LSG3.5/1 *** Page No.LSG3.5/2 *** Page No.LSG3.5/3 *** Page No.LSG3.5/4 *** Page No.LSG3.5/5 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.5 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Equipment and ancillaries Master Fire Indicator Panels; including battery and charges BD0901.1 generally nr *** *** *** Sub-Fire Indicator Panels; including battery and charges BD0901.2 ref:SIP-G-1 nr *** *** *** BD0901.3 ref:SIP-G-2 nr *** *** *** BD0901.4 ref:SIP-L1-1 nr *** *** *** BD0901.5 ref:SIP-L1-2 nr *** *** *** BD0901.6 ref:SIP-L1-B nr *** *** *** BD0901.7 ref:SIP-L2-1 nr *** *** *** BD0901.8 ref:SIP-L2-2 nr *** *** *** BD0901.9 ref:SIP-L3-1 nr *** *** *** BD0901.10 ref:SIP-L3-2 nr *** *** *** BD0901.11 ref:SIP-L3-B nr *** *** *** Fire Repeater Panels BD0901.12 generally nr *** *** *** Fire Alarm Delay Control Panels BD0901.13 generally nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Equipment and ancillaries (Cont'd) Smoke extraction control panels BD0901.14 generally nr *** *** *** Ventilation/Air Conditioning shutdown Control Panels BD0901.15 generally nr *** *** *** Fire Service Workstation; including printer BD0901.16 generally nr *** *** *** Allow for BD0901.17 software for the complete Automatic Fire Detection and Alarm System sum *** *** *** Direct link to fire service communication centre including telephone link with transmitter, termination equipment, remote indicator unit, all necessary accessories and first year's rental charges for the telephone line; as shown on Drawing no. LCC300/31/E10/001 BD0902.1 generally sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Distribution and principal interconnections From master fire indicator panel to sub-fire indicator panels (in 10 nos.); including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.2 generally sum *** *** *** From master fire indicator panel to fire repeater panels (in 2 nos.); including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.3 generally sum *** *** *** From master fire indicator panel to fire alarm delay control panel; including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.4 generally sum *** *** *** From master fire indicator panel to smoke extraction control panel; including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.5 generally sum *** *** *** From master fire indicator panel to ventilation/air conditioning shutdown control panel; including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.6 generally sum *** *** *** From master fire indicator panel to fire services workstation; including necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/001 BD0902.7 generally sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Distribution and principal interconnections (Cont'd) From sub-fire indicator panel to fire services pump control panel via monitor and control modules for pump start and status; including monitor modules, control modules, all necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/002 BD0902.8 generally sum *** *** *** From sub-fire indicator panel to sprinkler pump control panel via monitor and control modules for pump start and status; including monitor modules, control modules, all necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/002 BD0902.9 generally sum *** *** *** From sub-fire indicator panel to street hydrant pump control panel via monitor and control modules for pump start and status; including monitor modules, control modules, all necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/002 BD0902.10 generally sum *** *** *** From sub-fire indicator panel to pre-action sprinkler system via monitor and control modules; including monitor modules, control modules, all necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/002 BD0902.11 generally sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Distribution and principal interconnections (Cont'd) From sub-fire indicator panel to aspirating smoke detection panels (In 3 nrs.) via monitor and control modules; including monitor modules, control modules, all necessary control cables and conduits; as shown on Drawing No. LCC300/31/E10/002 BD0902.12 generally sum *** *** *** From sub-fire indicator panel to FM200 gas control panels (in 17 nos.); including necessary control cables and conduits; as shown on Drawing No. LCC300/31/M09/001 BD0902.13 generally sum *** *** *** Final circuits in conduits only Heavy gauge hot dipped galvanised steel conduits; B.S. 4568; tee off from trunkings/trays; complete with fittings, draw wires, cover plates, termination boxes, couplers, earthing, bonding and all necessary accessories BD0903.1 to smoke detector points nr *** *** *** Fire resistance type cables; with low smoke halogen free type bedding; from sub-fire indicator panel; as shown on Drawing No. LCC300/31/E10/001 & 002 BD0903.2 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BD0903.3 to smoke detector points; including photoelectric smoke detectors; complete with remote indicators nr *** *** *** BD0903.4 to heat detector points; including heat detectors; complete with remote indicators nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Final circuits in cables and conduits (Cont'd) Fire resistance type cables; with low smoke halogen free type bedding; from sub-fire indicator panel; as shown on Drawing No. LCC300/31/E10/001 & 002(Cont'd) BD0903.5 to break glass unit points via monitor modules; including break glass units and monitor modules nr *** *** *** BD0903.6 to alarm bell points via power control devices; including alarm bells and power control devices nr *** *** *** BD0903.7 to flow switch set points via monitor modules (in 2 nr.) and control modules (in 1 nr.); including flow switches, control modules and monitor modules nr *** *** *** BD0903.8 to valve monitor points via monitor modules; including monitor modules (valves measured separately) nr *** *** *** BD0903.9 to fire shutter monitor points via monitor modules; including monitor modules nr *** *** *** BD0903.10 to fire shutter control points via control modules; including control modules nr *** *** *** BD0903.11 to miscellaneous control points via control modules; including control modules nr *** *** *** BD0903.12 to miscellaneous monitor points via monitor modules; including monitor modules nr *** *** *** BD0903.13 to smoke curtain monitor points via monitor modules; including monitor modules nr *** *** *** BD0903.14 to smoke curtain control points via control modules; including control modules nr *** *** *** BD0903.15 to visual alarm flashing lights via power control devices; including visual alarm flashing lights and power control devices nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.6 : Automatic Fire Alarm and Detection System Page No.LSG3.6/1 *** Page No.LSG3.6/2 *** Page No.LSG3.6/3 *** Page No.LSG3.6/4 *** Page No.LSG3.6/5 *** Page No.LSG3.6/6 *** Page No.LSG3.6/7 *** Page No.LSG3.6/8 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSG3.6 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ALARM SYSTEM: ASPIRATING SMOKE DETECTION SYSTEM Equipment and ancillaries Aspirating Smoke Detection Panels; including battery and charges BD0901.1 generally nr *** *** *** Aspirating type smoke detector sampling points BD0901.2 generally nr *** *** *** UPVC pipes and fittings Fixing to walls, columns and the like; solvent joints BD0902.1 32mm diameter m *** *** *** Fixing to or suspending from soffits; solvent joints BD0902.2 32mm diameter m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.7 : Aspirating Smoke Detection System Page No.LSG3.7/1 *** Page No.LSG3.7/2 *** Page No.LSG3.7/3 *** ---------------------------------------------------------- Total of Lump Sum Item LSG3.7 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS UPS ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.1 generally nr *** *** *** Manual/auto mode selector units BB1601.2 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.3 cylinders for and including 58kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.1 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS UPS ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.1 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.2 to siren points; including sirens nr *** *** *** BB1608.3 to system valve actuator points nr *** *** *** BB1608.4 to pressure switch points nr *** *** *** BB1608.5 to flashing light points; including flashing lights nr *** *** *** BB1608.6 to alarm bell points; including alarm bells nr *** *** *** BB1608.7 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.8 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.1 32mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.2 25mm diameter m *** *** *** BB1602.3 32mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS UPS ROOM (Cont'd) In-line equipment Discharge nozzles BB1602.4 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS COMPUTER ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.4 generally nr *** *** *** Manual/auto mode selector units BB1601.5 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.6 cylinders for and including 282kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.2 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS COMPUTER ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.9 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.10 to smoke detector points; including photoelectric smoke detectors; complete with remote indicators nr *** *** *** BB1608.11 to siren points; including sirens nr *** *** *** BB1608.12 to system valve actuator points nr *** *** *** BBl608.13 to pressure switch points nr *** *** *** BB1608.14 to flashing light points; including flashing lights nr *** *** *** BB1608.15 to alarm bell points; including alarm bells nr *** *** *** BB1608.16 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.17 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; screwed joints BB1602.5 25mm diameter m *** *** *** BB1602.6 32mm diameter m *** *** *** BB1602.7 40mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS COMPUTER ROOM (Cont'd) Electric resistance and induction welded carbon steel pipes and fittings; B.S. 3601 Fixing to walls, columns and the like; screwed joints BB1602.8 65mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.9 65mm diameter m *** *** *** Extra over 65mm diameter pipe for BB1602.10 bends nr *** *** *** In-line equipment Discharge nozzles BB1602.11 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.2 small pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on carbon steel works; to pipe and tubing BB1605.3 large pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-1) Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.7 generally nr *** *** *** Manual/auto mode selector units BB1601.8 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.9 cylinders for and including 73.4kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.3 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-1) (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.18 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.19 to siren points; including sirens nr *** *** *** BB1608.20 to system valve actuator points nr *** *** *** BB1608.21 to pressure switch points nr *** *** *** BB1608.22 to flashing light points; including flashing lights nr *** *** *** BB1608.23 to alarm bell points; including alarm bells nr *** *** *** BB1608.24 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.25 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.12 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.13 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-1) (Cont'd) In-line equipment Discharge nozzles BB1602.14 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.4 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-2) Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.10 generally nr *** *** *** Manual/auto mode selector units BB1601.11 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.12 cylinders for and including 39.5kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.4 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-2) (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.26 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.27 to smoke detector points; including photoelectric smoke detectors; complete with remote indicators nr *** *** *** BB1608.28 to siren points; including sirens nr *** *** *** BB1608.29 to system valve actuator points nr *** *** *** BB1608.30 to pressure switch points nr *** *** *** BB1608.31 to flashing light points; including flashing lights nr *** *** *** BB1608.32 to alarm bell points; including alarm bells nr *** *** *** BB1608.33 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.34 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.15 32mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.16 25mm diameter m *** *** *** BB1602.17 32mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(DEPARTURE-2) (Cont'd) In-line equipment Discharge nozzles BB1602.18 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.5 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING UPS/EQUIPMENT ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.13 generally nr *** *** *** Manual/auto mode selector units BB1601.14 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.15 cylinders for and including 112kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.5 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING UPS/EQUIPMENT ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.35 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.36 to siren points; including sirens nr *** *** *** BB1608.37 to system valve actuator points nr *** *** *** BB1608.38 to pressure switch points nr *** *** *** BB1608.39 to flashing light points; including flashing lights nr *** *** *** BB1608.40 to alarm bell points; including alarm bells nr *** *** *** BB1608.41 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.42 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.19 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.20 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING UPS/EQUIPMENT ROOM (Cont'd) In-line equipment Discharge nozzles BB1602.21 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.6 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-1) Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.16 generally nr *** *** *** Manual/auto mode selector units BB1601.17 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.18 cylinders for and including 63kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.6 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-1) (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.43 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.44 to siren points; including sirens nr *** *** *** BB1608.45 to system valve actuator points nr *** *** *** BB1608.46 to pressure switch points nr *** *** *** BB1608.47 to flashing light points; including flashing lights nr *** *** *** BB1608.48 to alarm bell points; including alarm bells nr *** *** *** BB1608.49 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.50 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.22 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.23 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-1) (Cont'd) In-line equipment Discharge nozzles BB1602.24 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.7 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-2) Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.19 generally nr *** *** *** Manual/auto mode selector units BB1601.20 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.21 cylinders for and including 56.8kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.7 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-2) (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.51 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.52 to siren points; including sirens nr *** *** *** BB1608.53 to system valve actuator points nr *** *** *** BB1608.54 to pressure switch points nr *** *** *** BB1608.55 to flashing light points; including flashing lights nr *** *** *** BB1608.56 to alarm bell points; including alarm bells nr *** *** *** BB1608.57 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.58 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.25 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.26 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN ICAS RESILIENT ROOM(ARRIVAL-2) (Cont'd) In-line equipment Discharge nozzles BB1602.27 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.8 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMPUTER SERVER ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.22 generally nr *** *** *** Manual/auto mode selector units BB1601.23 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.24 cylinders for and including 20.7kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.8 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMPUTER SERVER ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.59 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.60 to smoke detector points; including photoelectric smoke detectors; complete with remote indicators nr *** *** *** BB1608.61 to siren points; including sirens nr *** *** *** BB1608.62 to system valve actuator points nr *** *** *** BB1608.63 to pressure switch points nr *** *** *** BB1608.64 to flashing light points; including flashing lights nr *** *** *** BB1608.65 to alarm bell points; including alarm bells nr *** *** *** BB1608.66 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.67 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.28 32mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.29 25mm diameter m *** *** *** BB1602.30 32mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMPUTER SERVER ROOM (Cont'd) In-line equipment Discharge nozzles BB1602.31 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.9 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM Equipment and anci11aries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.25 generally nr *** *** *** Manual/auto mode selector units BB1601.26 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.27 cylinders for and including 342kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.9 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.68 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.69 to siren points; including sirens nr *** *** *** BB1608.70 to system valve actuator points nr *** *** *** BB1608.71 to pressure switch points nr *** *** *** BB1608.72 to flashing light points; including flashing lights nr *** *** *** BB1608.73 to alarm bell points; including alarm bells nr *** *** *** BB1608.74 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.75 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; screwed joints BB1602.32 25mm diameter m *** *** *** BB1602.33 32mm diameter m *** *** *** BB1602.34 40mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM (Cont'd) Electric resistance and induction Welded carbon steel pipes and fittings; B.S. 3601 Fixing to walls, columns and the like; screwed joints BB1602.35 40mm diameter m *** *** *** In-line equipment Discharge nozzles BB1602.36 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.10 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMMON COMMUNICATION EQUIPMENT ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.28 generally nr *** *** *** Manual/auto mode selector units BB1601.29 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.30 cylinders for and including 310kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.10 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMMON COMMUNICATION EQUIPMENT ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.76 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.77 to siren points; including sirens nr *** *** *** BB1608.78 to system valve actuator points nr *** *** *** BB1608.79 to pressure switch points nr *** *** *** BB1608.80 to flashing light points; including flashing lights nr *** *** *** BB1608.81 to alarm bell points; including alarm bells nr *** *** *** BB1608.82 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.83 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; screwed joints BB1602.37 25mm diameter m *** *** *** BB1602.38 32mm diameter m *** *** *** BB1602.39 40mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN COMMON COMMUNICATION EQUIPMENT ROOM (Cont'd) Electric resistance and induction welded carbon steel pipes and fittings; B.S. 3601 Fixing to walls, columns and the like; screwed joints BB1602.40 40mm diameter m *** *** *** In-line equipment Discharge nozzles BB1602.41 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.11 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING EQUIPMENT ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.31 generally nr *** *** *** Manual/auto mode selector units BB1601.32 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.33 cylinders for and including 405kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.11 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/31 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING EQUIPMENT ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.84 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.85 to siren points; including sirens nr *** *** *** BB1608.86 to system valve actuator points nr *** *** *** BB1608.87 to pressure switch points nr *** *** *** BB1608.88 to flashing light points; including flashing lights nr *** *** *** BB1608.89 to alarm bell points; including alarm bells nr *** *** *** BB1608.90 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.91 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; screwed joints BB1602.42 25mm diameter m *** *** *** BB1602.43 32mm diameter m *** *** *** BB1602.44 40mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/32 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN STATION SIGNALLING EQUIPMENT ROOM (Cont'd) Electric resistance and induction welded carbon steel pipes and fittings; B.S. 3601 Fixing to walls, columns and the like; screwed joints BB1602.45 40mm diameter m *** *** *** In-line equipment Discharge nozzles BB1602.46 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.12 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/33 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BATTERY ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.34 generally nr *** *** *** Manual/auto mode selector units BB1601.35 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.36 cylinders for and including 55kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.12 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/34 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BATTERY ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.92 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.93 to siren points; including sirens nr *** *** *** BB1608.94 to system valve actuator points nr *** *** *** BB1608.95 to pressure switch points nr *** *** *** BB1608.96 to flashing light points; including flashing lights nr *** *** *** BB1608.97 to alarm bell points; including alarm bells nr *** *** *** BB1608.98 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.99 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pines and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.47 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.48 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/35 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BATTERY ROOM (Cont'd) In-line equipment Discharge nozzles BB1602.49 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.13 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/36 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM FOR HALL Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.37 generally nr *** *** *** Manual/auto mode selector units BB1601.38 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.39 cylinders for and including 210kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.13 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/37 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM FOR HALL (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.100 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.101 to siren points; including sirens nr *** *** *** BB1608.102 to system valve actuator points nr *** *** *** BB1608.103 to pressure switch points nr *** *** *** BB1608.104 to flashing light points; including flashing lights nr *** *** *** BB1608.105 to alarm bell points, including alarm bells nr *** *** *** BB1608.106 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.107 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.50 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.51 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/38 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN TELECOMMUNICATION EQUIPMENT ROOM FOR HALL (Cont'd) In-line equipment Discharge nozzles BB1602.52 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.14 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/39 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BASE STATION FOR INTEGRATED RADIO SYSTEM ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.40 generally nr *** *** *** Manual/auto mode selector units BB1601.41 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.42 cylinders for and including 27kg FM200 nr *** *** *** Distribution and principal interconnections From FM200 control panels to BB1607.14 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/40 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BASE STATION FOR INTEGRATED RADIO SYSTEM ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.108 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.109 to siren points; including sirens nr *** *** *** BB1608.110 to system valve actuator points nr *** *** *** BB1608.111 to pressure switch points nr *** *** *** BB1608.112 to flashing light points; including flashing lights nr *** *** *** BB1608.113 to alarm bell points; including alarm bells nr *** *** *** BB1608.114 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.115 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to walls, columns and the like; screwed joints BB1602.53 25mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.54 25mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/41 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM BASE STATION FOR INTEGRATED RADIO SYSTEM ROOM (Cont'd) In-line equipment Discharge nozzles BB1602.55 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.15 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/42 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN CENTRALISED UPS ROOM/BATTERIES & CHARGING ROOM Equipment and ancillaries FM200 control panels; including battery and chargers; as shown on Drawing No. LCC300/31/M09/001 BB1601.43 generally nr *** *** *** Manual/auto mode selector units BB1601.44 generally nr *** *** *** Gas cylinders to B.S. 5045; including gas, automatic and manual control, pressure switches, integral pressure gauge, cylinder valves, flexible connection, manual release unit and all necessary accessories BB1601.45 cylinders for and including 76kg FM200 nr *** *** *** Distribution and principal inter connections From FM200 control panels to BB1607.15 manual/auto mode selector unit sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/43 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN CENTRALISED UPS ROOM/BATTERIES & CHARGING ROOM (Cont'd) Final circuits in cables and conduits Fire resistance type cables; with low smoke halogen free type bedding; from FM200 Control Panels; as shown on Drawing no. LCC300/31/M09/001 BB1608.116 to smoke detector points; including photoelectric smoke detectors nr *** *** *** BB1608.117 to siren points; including sirens nr *** *** *** BB1608.118 to system valve actuator points nr *** *** *** BB1608.119 to pressure switch points nr *** *** *** BB1608.120 to flashing light points; including flashing lights nr *** *** *** BB1608.121 to alarm bell points; including alarm bells nr *** *** *** BB1608.122 to terminal strip points; including terminal strip (local A/C ventilation shutdown) nr *** *** *** BB1608.123 to terminal strip points; including terminal strip (local UPS computer power supplies) nr *** *** *** Galvanized steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; screwed joints BB1602.56 25mm diameter m *** *** *** BB1602.57 32mm diameter m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/44 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- FIRE SERVICES INSTALLATION: TOTAL FLOODING SYSTEM IN CENTRALISED UPS ROOM/BATTERIES & CHARGING ROOM (Cont'd) Electric resistance and induction welded carbon steel pipes and fittings; B.S. 3601 Fixing to walls, columns and the like; screwed joints BB1602.58 32mm diameter m *** *** *** In-1ine equipment Discharge nozzles BB1602.59 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.16 small pipes m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/45 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/46 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ----------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG3.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.8/47 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System DESCRIPTION AMOUNT HK$ ---------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.8 : Total Flooding System Page No.LSG3.8/l *** Page No.LSG3.8/2 *** Page No.LSG3.8/3 *** Page No.LSG3.8/4 *** Page No.LSG3.8/5 *** Page No.LSG3.8/6 *** Page No.LSG3.8/7 *** Page No.LSG3.8/8 *** Page No.LSG3.8/9 *** Page No.LSG3.8/10 *** Page No.LSG3.8/11 *** Page No.LSG3.8/12 *** Page No.LSG3.8/13 *** Page No.LSG3.8/14 *** Page No.LSG3.8/15 *** Page No.LSG3.8/16 *** Page No.LSG3.8/17 *** Page No.LSG3.8/18 *** Page No.LSG3.8/19 *** Page No.LSG3.8/20 *** ---------------------------------------------------------- Carried Forward *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG3.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.8 : Total Flooding System Brought forward *** Page No.LSG3.8/21 *** Page No.LSG3.8/22 *** Page No.LSG3.8/23 *** Page No.LSG3.8/24 *** Page No.LSG3.8/25 *** Page No.LSG3.8/26 *** Page No.LSG3.8/27 *** Page No.LSG3.8/28 *** Page No.LSG3.8/29 *** Page No.LSG3.8/30 *** Page No.LSG3.8/31 *** Page No.LSG3.8/32 *** Page No.LSG3.8/33 *** Page No.LSG3.8/34 *** Page No.LSG3.8/35 *** Page No.LSG3.8/36 *** Page No.LSG3.8/37 *** Page No.LSG3.8/38 *** Page No.LSG3.8/39 *** Page No.LSG3.8/40 *** -------------------------------------------------------------- Carried Forward *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG3.8/COL/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.8 G3.8 : Total Flooding System DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.8 : Total Flooding System Brought forward *** Page No.LSG3.8/41 *** Page No.LSG3.8/42 *** Page No.LSG3.8/43 *** Page No.LSG3.8/44 *** Page No.LSG3.8/45 *** Page No.LSG3.8/46 *** Page No.LSG3.8/47 *** -------------------------------------------------------------- Total of Lump Sum Item LSG3.8 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG3.8/COL/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ FIRE SERVICES INSTALLATION: PORTABLE APPLIANCES Equipment and ancillaries Fire extinguishers BB1601.1 C02 type; 4.5 kg nr *** *** *** BB1601.2 water type; 9 litre nr *** *** *** BB1601.3 fixed sprayer units - NAFSIII; 5 kg nr *** *** *** Sand buckets; filling with dry sand BB1601.4 generally nr *** *** *** Fire blankets BB1601.5 generally nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.9 G3.9 : Portable Appliances DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.9 : Portable Appliances Page No.LSG3.9/1 *** Page No.LSG3.9/2 *** Page No.LSG3.9/3 *** -------------------------------------------------------------- Total of Lump Sum Item LSG3.9 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR FIRE SERVICES Equipment and ancillaries Local motor control panels BB1601.1 for sprinkler pumps nr *** *** *** BB1601.2 for hydrant/hosereel pumps nr *** *** *** BB1601.3 for street hydrant pumps nr *** *** *** Final circuit; power supply cables From local motor control panels to pumps/jockey pumps; including all necessary cables, conduits, trunkings, trays, etc. BB1608.1 ref: SHP-001 & 002 nr *** *** *** BB1608.2 ref: FHP-001 & 002 nr *** *** *** BB1608.3 ref: SPP-001 & 002 nr *** *** *** BB1608.4 ref: SHP-003 nr *** *** *** BB1608.5 ref: FHP-003 nr *** *** *** BB1608.6 ref: SPP-003 nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR FIRE SERVICES Final circuit; control cables From local motor control panels to pressure switch assemblies (pressure switch assemblies measured separately); including all necessary cables and conduits BB1608.7 generally nr *** *** *** From local motor control panels to water level controller; including water level controllers and all necessary cables and conduits BB1608.8 generally nr *** *** *** From local motor control panels to emergency stop push buttons; including emergency stop push buttons and all necessary cables and conduits BB1608.9 generally nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Changes The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.10/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.10 G3.10 : Control Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.10 : Control Systems Page No.LSG3.10/1 *** Page NO.LSG3.10/2 *** Page No.LSGS.10/3 *** Page No.LSG3.10/4 *** -------------------------------------------------------------- Total of Lump Sum Item LSG3.10 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SUNDRIES Allow for the following and executing to the satisfaction of the Engineer Provision of testing, including integrated testing, setting to work and commissioning the complete Fire Service Installation BB1909.1 generally sum *** Providing of plates, discs, labels, tags, coloured stencil and painted bands for plant, equipment, ancillaries, pipe and ducts, valves and the like BB1909.2 generally sum *** Providing of fire stopping including internal fire barriers to trunking, busbar trunking, inside pipe sleeves etc. and the like BB1909.3 generally sum *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.11/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.11/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG3.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.11/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G3 : Fire Services Lump Sum Item LSG3.11 G3.11 : Sundries DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG3.11 : Sundries Page No.LSG3.11/l *** Page No.LSG3.ll/2 *** Page NO.LSG3.11/3 *** -------------------------------------------------------------- Total of Lump Sum Item LSG3.11 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG3.11/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SYPHONIC RAINWATER DRAINAGE SYSTEM High density polyethylene (HDPE) pipes and fittings: 150 R161/1 Fixing to walls, columns and the like; electro-welded joints BC0103.1 63mm diameter m *** *** *** BC0103.2 75mm diameter m *** *** *** BC0103.3 100mm diameter m *** *** *** BC0103.4 110mm diameter m *** *** *** BC0103.5 125mm diameter m *** *** *** BC0103.6 150mm diameter m *** *** *** Fixing to or suspending from soffits; electro-welded joints BC0103.7 75mm diameter m *** *** *** BC0103.8 90mm diameter m *** *** *** BC0103.9 100mm diameter m *** *** *** BC0103.10 110mm diameter m *** *** *** BC0103.11 125mm diameter m *** *** *** BC0103.12 150mm diameter m *** *** *** BC0103.13 160mm diameter m *** *** *** BC0103.14 200mm diameter m *** *** *** Cast-in walls, columns and the like; electro-welded joints BC0103.15 90mm diameter m *** *** *** BC0103.16 110mm diameter m *** *** *** BC0103.17 125mm diameter m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SYPHONIC RAINWATER DRAINAGE SYSTEM High density polyethylene (HDPE) pipes and fittings: 150 R161/1 Extra over 75mm diameter pipe for BC0103.18 bends nr *** *** *** Extra over 110mm diameter pipe for BC0103.19 bends nr *** *** *** BC0103.20 reducing bends nr *** *** *** BC0103.21 reducing tees nr *** *** *** Extra over 125mm diameter pipe for BC0103.22 bends nr *** *** *** BC0103.23 tees nr *** *** *** BC0103.24 reducing bends nr *** *** *** BC0103.25 reducing tees nr *** *** *** Extra over 150mm diameter pipe for BC0103.26 bends nr *** *** *** BC0103.27 tees nr *** *** *** BC0103.28 reducing bends nr *** *** *** Extra over 160mm diameter pipe for BC0103.29 reducing bends nr *** *** *** BC0103.30 reducing tees nr *** *** *** Extra over 200mm diameter pipe for BC0103.31 reducing bends nr *** *** *** BC0103.32 reducing tees nr *** *** *** In-line equipment Rainwater outlets; siphonic type BC0103.33 75mm diameter nr *** *** *** BC0103.34 100mm diameter nr *** *** *** BC0103.35 150mm diameter nr *** *** *** BC0103.36 200mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SYPHONIC RAINWATER DRAINAGE SYSTEM PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on HDPE works; to pipes and tubing BC0103.37 large pipes m *** *** *** BC0103.38 125mm diameter pipes m *** *** *** BC0103.39 150mm diameter pipes m *** *** *** BC0103.40 160mm diameter pipes m *** *** *** BC0103.41 200mm diameter pipes m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.1. : Syphonic Rainwater Drainage System Page No.LSG4.1/1 *** Page No.LSG4.1/2 *** Page No.LSG4.1/3 *** Page No.LSG4.1/4 *** Page No.LSG4.1/5 *** -------------------------------------------------------------- Total of Lump Sum Item LSG4.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SANITARY FITTINGS SYSTEM Sanitary fittings Water closets BC0201.1 generally (ref:U4Cl) nr *** *** *** BC0201.2 generally (ref:U4Dl) nr *** *** *** BC0201.3 generally (ref:U4El) nr *** *** *** Wash basins BC0201.4 generally (ref:U2Bl) nr *** *** *** BC0201.5 generally (ref:U2B2) nr *** *** *** BC0201.6 generally (ref:U2Cl) nr *** *** *** BC0201.7 generally (ref:U2El) nr *** *** *** BC0201.8 generally (ref:U2E2) nr *** *** *** Sinks BC0201.9 generally (ref:U3Kl) nr *** *** *** BC0201.10 generally (ref:U3L) nr *** *** *** BC0201.11 generally (ref:U3M) nr *** *** *** BC0201.12 generally (ref:U3X) nr *** *** *** BC0201.13 generally (ref:U3Nl) nr *** *** *** Urinal bowls BC0201.14 generally (ref:U4Ll) nr *** *** *** Urinal trough BC0201.15 1880mm wide (ref:U4M1) nr *** *** *** BC0201.16 2550mm wide (ref:U4M1) nr *** *** *** Flushing cistern BC0201.17 generally nr *** *** *** Shower tray and fittings BC0201.18 generally (ref:UlQl) nr *** *** *** BC0201.19 generally (ref:U1R1) nr *** *** *** BC0201.20 generally (ref:UlSl) nr *** *** *** Safety shower eye washers BC0201.21 generally nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSG4.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.2 : Sanitary Fittings Page No.LSG4.2/1 *** Page No.LSG4.2/2 *** Page No.LSG4.2/3 *** -------------------------------------------------------------- Total of Lump Sum Item LSG4.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SOIL, WASTE AND VENT PIPE SYSTEMS uPVC pipes and fittings: B.S. 4514 & B.S. 5255 Fixing to walls, columns and the like; solvent joints BC0303.1 32mm diameter m *** *** *** BC0303.2 40mm diameter m *** *** *** BC0303.3 50mm diameter m *** *** *** BC0303.4 65mm diameter m *** *** *** BC0303.5 75mm diameter m *** *** *** BC0303.6 100mm diameter m *** *** *** BC0303.7 150mm diameter m *** *** *** BC0303.8 200mm diameter m *** *** *** Fixing to or suspending from soffits; solvent joints BC0303.9 32mm diameter m *** *** *** BC0303.10 40mm diameter m *** *** *** BC0303.11 50mm diameter m *** *** *** BC0303.12 65mm diameter m *** *** *** BC0303.13 75mm diameter m *** *** *** BC0303.14 100mm diameter m *** *** *** BC0303.15 150mm diameter m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SOIL, WASTE AND VENT PIPE SYSTEMS uPVC pipes and fittings: B.S. 4514 B.S.5255 (Cont'd) Cast-in walls, columns and the like; solvent joints BC0303.16 100mm diameter m *** *** *** Supporting on floors; solvent joints BC0303.17 40mm diameter m *** *** *** BC0303.18 50mm diameter m *** *** *** BC0303.19 65mm diameter m *** *** *** BC0303.20 75mm diameter m *** *** *** BC0303.21 l00mm diameter m *** *** *** BC0303.22 150mm diameter m *** *** *** BC0303.23 200mm diameter m *** *** *** Extra over 65mm diameter pipe for BC0303.24 bends nr *** *** *** BC0303.25 tees nr *** *** *** BC0303.26 reducing bends nr *** *** *** BC0303.27 reducing tees nr *** *** *** Extra over 75mm diameter pipe for BC0303.28 bends nr *** *** *** BC0303.29 tees nr *** *** *** BC0303.30 crosses nr *** *** *** BC0303.31 reducing bends nr *** *** *** BC0303.32 reducing tees nr *** *** *** BC0303.33 end caps nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SOIL, WASTE AND VENT PIPE SYSTEMS uPVC pipes and fittings: B.S. 4514 & B.S.5255 (Cont'd) Extra over 100mm diameter pipe for BC0303.34 bends nr *** *** *** BC0303.35 tees nr *** *** *** BC0303.36 crosses nr *** *** *** BC0303.37 reducing bends nr *** *** *** BC0303.38 reducing tees nr *** *** *** Extra over 150mm diameter pipe for BC0303.39 bends nr *** *** *** BC0303.40 reducing bends nr *** *** *** BC0303.41 reducing tees nr *** *** *** BC0303.42 reducing crosses nr *** *** *** Extra over 200mm diameter pipe for BC0303.43 bends nr *** *** *** BC0303.44 reducing tees nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SOIL, WASTE, AND VENT PIPE SYSTEMS Pipework to sanitary fittings In toilets/changing rooms BC0303.45 basin points nr *** *** *** BC0303.46 water closet points nr *** *** *** BC0303.47 water closet ventilating points nr *** *** *** BC0303.48 urinal points nr *** *** *** BC0303.49 urinal trough points nr *** *** *** BC0303.50 shower tray points nr *** *** *** In pantry/cleaner's rooms BC0303.51 sink points nr *** *** *** In-line equipment Floor drains; with chrome plated gratings BC0303.52 jointed to pipes; 75mm diameter nr *** *** *** BC0303.53 jointed to pipes; 100mm diameter nr *** *** *** Vertical gratings BC0303.54 jointed to pipes; 75mm diameter nr *** *** *** BC0303.55 jointed to pipes; 100mm diameter nr *** *** *** Fresh air inlets BC0303.56 jointed to pipes; 100mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ SOIL WASTE AND VENT PIPE SYSTEMS PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on uPVC works; to pipe and tubing BC0303.57 small pipes m *** *** *** BC0303.58 large pipes m *** *** *** BC0303.59 150mm diameter pipes m *** *** *** BC0303.60 200mm diameter pipes m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". Sum *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.3 : Soi1,Waste and Vent Pipe Systems Page No.LSG4.3/1 *** Page No.LSG4.3/2 *** Page No.LSG4.3/3 *** Page No.LSG4.3/4 *** Page No.LSG4.3/5 *** Page No.LSG4.3/6 *** Page No.LSG4.3/7 *** -------------------------------------------------------------- Total of Lump Sum Item LSG4.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION Equipment and ancillaries Pumps; vertical multi-stage type BC0401.1 capable of handling 2.2 litre/second; at not exceeding 1450 r.p.m.; ref KWBP-3 & 4 nr *** *** *** BC0401.2 capable of handling 4.2 litre/second; at not exceeding 1450 r.p.m.; ref KWBP-1 & 2 nr *** *** *** BC0401.3 capable of handling 7.2 litre/second; at not exceeding 1450 r.p.m.; ref FRWBP-1 & 2 nr *** *** *** Pneumatic pressure vessels; pre-charged diaphragm type; complete with epoxy coated mild steel casing, valves, pressure gauges and all necessary accessories and connections BC0401.4 400 litre capacity nr *** *** *** BC0401.5 700 litre capacity nr *** *** *** BC0401.6 1100 litre capacity nr *** *** *** BC0401.7 Glassfibre water tanks; including insulation, painting and all necessary accessories and connections BC0401.8 250 litre capacity nr *** *** *** BC0401.9 4500 litre capacity nr *** *** *** BC0401.10 11205 litre capacity nr *** *** *** BC0401.11 16020 litre capacity nr *** *** *** Instrumentation Pressure gauges; 150mm diameter dial; including cocks and pipework; complete with wooden boards BC0401.12 mounting on or jointing to pipes nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION Copper pipes and fittings; B.S. EN1057; half hard Fixing to walls, columns and the like; capillary or compression joints BC0403.1 22mm diameter m *** *** *** BC0403.2 28mm diameter m *** *** *** BC0403.3 35mm diameter m *** *** *** BC0403.4 42mm diameter m *** *** *** BC0403.5 54mm diameter m *** *** *** BC0403.6 67mm diameter m *** *** *** BC0403.7 76mm diameter m *** *** *** Fixing to or suspending from soffits; capillary or compression joints BC0403.8 22mm diameter m *** *** *** BC0403.9 28mm diameter m *** *** *** BC0403.10 35mm diameter m *** *** *** BC0403.11 42mm diameter m *** *** *** BC0403.12 54mm diameter m *** *** *** BC0403.13 67mm diameter m *** *** *** BC0403.14 76mm diameter m *** *** *** Supporting on floors; capillary or compression joints BC0403.15 54mm diameter m *** *** *** BC0403.16 67mm diameter m *** *** *** BC0403.17 76mm diameter m *** *** *** BC0403.18 80mm diameter m *** *** *** BC0403.19 108mm diameter m *** *** *** BC0403.20 150mm diameter m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION Copper pipes and fittings; B.S. EN1057; half hard Extra over 67mm diameter pipe for BC0403.21 bends nr *** *** *** BC0403.22 tees nr *** *** *** BC0403.23 reducing tees nr *** *** *** Extra over 76mm diameter pipe for BC0403.24 bends nr *** *** *** BC0403.25 tees nr *** *** *** BC0403.26 reducing tees nr *** *** *** BC0403.27 reducers nr *** *** *** Extra over 80mm diameter pipe for BC0403.28 bends nr *** *** *** BC0403.29 reducing tees nr *** *** *** Extra over 108mm diameter pipe for BC0403.30 bends nr *** *** *** BC0403.31 tees nr *** *** *** Extra over 150mm diameter pipe for BC0403.32 reducing tees nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION Ductile iron pipes and fittings; B.S. EN 545 K12 Fixing to walls, columns and the like; flange joints BC0603.33 50mm diameter m *** *** *** BC0603.34 80mm diameter m *** *** *** Supporting to floors; solvent joints BC0603.35 80mm diameter m *** *** *** BC0603.36 150mm diameter m *** *** *** BC0603.37 300mm diameter m *** *** *** Extra over 80mm diameter pipe for BC0603.38 bends nr *** *** *** Extra over 150mm diameter pipe for BC0603.39 reducing tees nr *** *** *** Extra over 300mm diameter pipe for BC0603.40 reducers nr *** *** *** BC0603.41 bends nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION Pipework to sanitary fittings Pipework to sanitary fittings In toilets/changing rooms BC0403.42 basin points nr *** *** *** BC0403.43 shower fitting points nr *** *** *** In battery rooms BC0403.44 safety shower eye washer points nr *** *** *** In pantry/cleaner's room BC0403.45 sink points nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/5 Contract No. LCC-30C Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION In-line equipment Gate valves; bronze; B.S. 5154 BC0403.46 22mm diameter nr *** *** *** BC0403.47 28mm diameter nr *** *** *** BC0403.48 35mm diameter nr *** *** *** BC0403.49 42mm diameter nr *** *** *** BC0403.50 54mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5163 BC0403.51 67mm diameter nr *** *** *** BC0403.52 76mm diameter nr *** *** *** BC0403.53 80mm diameter nr *** *** *** BC0403.54 108mm diameter nr *** *** *** BC0403.55 150mm diameter nr *** *** *** Check valves; bronze; B.S. 5154 BC0403.56 54mm diameter nr *** *** *** Check valves; cast iron; B.S. 5153 BC0403.57 67mm diameter nr *** *** *** BC0403.58 76mm diameter nr *** *** *** BC0403.59 108mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BC0403.60 67mm diameter nr *** *** *** BC0403.61 150mm diameter nr *** *** *** Loose jumper type stop valves BC0403.62 22mm diameter nr *** *** *** BC0403.63 54mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION In-line equipment (Cont'd) Ball float valves; cast iron; complete with stilling pipe float BC0403.64 jointed to pipes; 22mm diameter nr *** *** *** BC0403.65 jointed to pipes; 54mm diameter nr *** *** *** BC0403.66 jointed to pipes; 76mm diameter nr *** *** *** Provide check meter position BC0403.67 jointed to pipes; 80mm diameter nr *** *** *** BC0403.68 jointed to pipes; 150mm diameter nr *** *** *** Collect from Water Authority and fix only water meters; including adaptors and short lengths of pipes as may be required BC0403.69 mounting on or jointing to pipes; 22mm diameter nr *** *** *** BC0403.70 mounting on or jointing to pipes; 54mm diameter nr *** *** *** BC0403.71 mounting on or jointing to pipes; 67mm diameter nr *** *** *** BC0403.72 mounting on or jointing to pipes; 76mm diameter nr *** *** *** Flexible connectors BC0403.73 jointing to pipes; 54mm diameter nr *** *** *** BC0403.74 jointing to pipes; 76mm diameter nr *** *** *** BC0403.75 jointing to pipes; 108mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ COLD WATER INSTALLATION PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on copper works; to pipes and tubing BC0403.76 small pipes m *** *** *** BC0403.77 large pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron works; to pipes and tubing BC0403.78 small pipes m *** *** *** BC0403.79 150mm diameter pipes m *** *** *** BC0403.80 150mm diameter pipes m *** *** *** BC0403.81 300mm diameter pipes m *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.4 G4.4 : Cold Water Installation DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.4 : Cold Water Installation Page No.LSG4.4/1 *** Page No.LSG4.4/2 *** Page No.LSG4.4/3 *** Page No.LSG4.4/4 *** Page No.LSG4.4/5 *** Page No.LSG4.4/6 *** Page No.LSG4.4/7 *** Page No.LSG4.4/8 *** Page No.LSG4.4/9 *** Page No.LSG4.4/10 *** -------------------------------------------------------------- Total of Lump Sum Item LSG4.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ HOT WATER INSTALLATION Equipment and anci11aries Instantaneous type electric hot water heaters BC0501.1 6 kW nr *** *** *** BC0501.2 18 kW nr *** *** *** Pipework to sanitary fittings In toilets BC0503.1 shower fitting points nr *** *** *** In cleaner's rooms BC0503.2 sink points nr *** *** *** In first aid rooms BC0503.3 basin points nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other-Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.5 G4.5 : Hot Water Installation DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.5 : Hot Water Installation Page No.LSG4.5/1 *** Page No.LSG4.5/2 *** Page No.LSG4.5/3 *** -------------------------------------------------------------- Total of Lump Sum Item LSG4.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ FLUSHING WATER INSTALLATION Equipment and ancillaries Pumps; vertical multi-stage type BC0601.1 capable of handling 4.6 litre/second; at not exceeding 1450 r.p.m.; FWBP-1 & 2 nr *** *** *** Pneumatic pressure vessels; pre-charged diaphragm type; complete with epoxy coated mild steel casing, valves, pressure gauges and all necessary accessories and connections BC0601.2 750 litre capacity nr *** *** *** Glassfibre water tanks; including insulation, painting and all necessary accessories and connections BC0601.3 10755 litre capacity nr *** *** *** Instrumentation Pressure gauges; 150mm diameter dial; including cocks and pipework; complete with wooden boards BC0601.4 mounting on or jointing to pipes nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/ 1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------ FLUSHING WATER INSTALLATION uPVC pipes and fittings; B.S. 3505 Fixing to walls, columns and the like; solvent joints BC0603.1 20mm diameter m *** *** *** BC0603.2 25mm diameter m *** *** *** BC0603.3 32mm diameter m *** *** *** BC0603.4 40mm diameter m *** *** *** BC0603.5 50mm diameter m *** *** *** Fixing to or suspending from soffits; solvent joints BC0603.6 20mm diameter m *** *** *** BC0603.7 25mm diameter m *** *** *** BC0603.8 32mm diameter m *** *** *** BC0603.9 40mm diameter m *** *** *** BC0603.10 50mm diameter m *** *** *** BC0603.11 65mm diameter m *** *** *** Supporting on floors; solvent joints BC0603.12 20mm diameter m *** *** *** Extra over 65mm diameter pipe for BC0603.13 bends nr *** *** *** BC0603.14 tees nr *** *** *** BC0603.15 reducing tees nr *** *** *** ------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- FLUSHING WATER INSTALLATION Ductile iron pipes and fittings; B.S. EN 545 K12 Fixing to walls, columns and the like; flange joints BC0603.16 80mm diameter m *** *** *** BC0603.17 100mm diameter m *** *** *** Supporting to floors; flange joints BC0603.18 80mm diameter m *** *** *** BC0603.19 100mm diameter m *** *** *** Extra over 80mm diameter pipe for BC0603.20 bends nr *** *** *** BC0603.21 tees nr *** *** *** BC0603.22 reducers nr *** *** *** Extra over 100mm diameter pipe for BC0603.23 bends nr *** *** *** BC0603.24 reducers nr *** *** *** Pipework to sanitary fittings In toilets/changing rooms BC0603.25 flushing cistern points for water closets nr *** *** *** BC0603.26 flushing cistern points for urinals and including interconnection pipework to urinals (In 1 nr) nr *** *** *** BC0603.27 flushing cistern points for urinals and including interconnection pipework to urinals (In 2 nr) nr *** *** *** BC0603.28 flushing cistern points for urinals and including interconnection pipework to urinals (In 3 nr) nr *** *** *** BC0603.29 flushing cistern points for urinal trough and including interconnection pipework to urinal troughs (In 1 nr) nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- FLUSHING WATER INSTALLATION In-line equipment Gate valves; bronze; B.S. 5154 BC0603.30 20mm diameter nr *** *** *** BC0603.31 25mm diameter nr *** *** *** BC0603.32 32mm diameter nr *** *** *** BC0603.33 40mm diameter nr *** *** *** BC0603.34 50mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5150 BC0603.35 80mm diameter nr *** *** *** BC0603.36 100mm diameter nr *** *** *** Check valves; cast iron; B.S. 5153 BC0603.37 80mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BC0603.38 100mm diameter nr *** *** *** Ball float valves; cast iron; complete with stilling pipe float BC0603.39 jointed to pipes; 80mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- FLUSHING WATER INSTALLATION In-line equipment (Cont'd) Provide check meter position; including adaptors and short lengths of pipes as may be required BC0603.40 mounting on or jointing to pipes; 80mm diameter nr *** *** *** Flexible connectors BC0603.41 jointed to pipes; 80mm diameter nr *** *** *** Fix only water meters; including adaptors and short lengths of pipes as may be required BC0403.42 mounting on or jointing to pipes; 80mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on uPVC works; to pipes and tubing BC0403.43 small pipes m *** *** *** BC0403.44 large pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron works; to pipes and tubing BC0403.45 large pipes m *** *** *** BC0403.46 150mm diameter pipes m *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.6 : Flushing Water Installation Page No. LSG4.6/1 *** Page No. LSG4.6/2 *** Page No. LSG4.6/3 *** Page No. LSG4.6/4 *** Page No. LSG4.6/5 *** Page No. LSG4.6/6 *** Page No. LSG4.6/7 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG4.6 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CLEANSING WATER INSTALLATION Equipment and ancillaries Pumps; vertical multi-stage type BC0701.1 capable of handling 5.6 litre/second; at not exceeding 1450 r.p.m; ref CLWBP-1 & 2 nr *** *** *** Pneumatic pressure vessels; pre-charged diaphragm type; complete with epoxy coated mild steel casing, valves, pressure gauges and all necessary accessories and connections BC0701.2 850 litre capacity nr *** *** *** Glassfibre water tanks; including insulation, painting and all necessary accessories and connections BC0701.3 6660 litre capacity nr *** *** *** Instrumentation Pressure gauges; 150mm diameter dial; including cocks and pipework; complete with wooden boards BC0701.4 mounting on or jointing to pipes nr *** *** *** Copper pipes and fittings; B.S. EN1057; half hard Fixing to walls, columns and the like; capillary or compression joints BC0703.1 22mm diameter m *** *** *** BC0703.2 28mm diameter m *** *** *** BC0703.3 35mm diameter m *** *** *** BC0703.4 42mm diameter m *** *** *** BC0703.5 54mm diameter m *** *** *** BC0703.6 67mm diameter m *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CLEANSING WATER INSTALLATION Copper pipes and fittings; B.S. EN1057; half hard (Cont'd) Fixing to or suspending from soffits; capillary or compression joints BC0703.7 22mm diameter m *** *** *** BC0703.8 28mm diameter m *** *** *** BC0703.9 35mm diameter m *** *** *** BC0703.10 42mm diameter m *** *** *** BC0703.11 54mm diameter m *** *** *** BC0703.12 67mm diameter m *** *** *** Supporting on floor; capillary or compression joints BC0703.13 22mm diameter m *** *** *** BC0703.14 28mm diameter m *** *** *** BC0703.15 67mm diameter m *** *** *** BC0703.16 76mm diameter m *** *** *** Extra over 67mm diameter pipe for BC0703.17 bends nr *** *** *** BC0703.18 tees nr *** *** *** BC0703.19 reducing tees nr *** *** *** Extra over 76mm diameter pipe for BC0703.20 bends nr *** *** *** BC0703.21 tees nr *** *** *** Ductile iron pipes and fittings; B.S. EN 545 K12 Fixing to walls, columns and the like; flange joints BC0603.22 80mm diameter m *** *** *** Supporting to floors; solvent joints BC0603.23 80mm diameter m *** *** *** Extra over 80mm diameter pipe for BC0603.24 bends nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CLEANSING WATER INSTALLATION In-line equipment Gate valves; bronze; B.S. 5154 BC0703.25 22mm diameter nr *** *** *** BC0703.26 28mm diameter nr *** *** *** BC0703.27 35mm diameter nr *** *** *** BC0703.28 42mm diameter nr *** *** *** BC0703.29 54mm diameter nr *** *** *** Gate valves; cast iron; B.S. 5163 BC0703.30 67mm diameter nr *** *** *** BC0703.31 76mm diameter nr *** *** *** BC0703.32 80mm diameter nr *** *** *** BC0703.33 108mm diameter nr *** *** *** Loose jumper type stop cock; bronze; B.S. 5154 BC0703.34 22mm diameter nr *** *** *** BC0703.35 28mm diameter nr *** *** *** Check valves; bronze; B.S. 5154 BC0703.36 54mm diameter nr *** *** *** Check valves; cast iron; B.S. 5153 BC0703.37 67mm diameter nr *** *** *** BC0703.38 76mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with screw plugs BC0703.39 108mm diameter nr *** *** *** Bib taps; complete with locks and key casing BC0703.40 15mm diameter nr *** *** *** Bib taps; complete with locks BC0703.41 20mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CLEANSING WATER INSTALLATION In-line equipment Ball float valves; cast iron; complete with stilling pipe float BC0703.42 jointed to pipes; 80mm diameter nr *** *** *** Provide check meter position; including adaptors and short lengths of pipes as may be required BC0603.43 mounting on or jointing to pipes; 15mm diameter nr *** *** *** Flexible connectors BC0703.44 jointed to pipes; 76mm diameter nr *** *** *** Fix only water meters; including adaptors and short lengths of pipes as may be required BC0703.45 mounting on or jointing to pipes; 22mm diameter nr *** *** *** BC0703.46 mounting on or jointing to pipes; 28mm diameter nr *** *** *** BC0703.47 mounting on or jointing to pipes; 54mm diameter nr *** *** *** BC0703.48 mounting on or jointing to pipes; 67mm diameter nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CLEANSING WATER INSTALLATION PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on copper works; to pipes and tubing BC0703.49 small pipes m *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on ductile iron works; to pipes and tubing BC0403.50 large pipes m *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.7 : Cleansing Water Installation Page No. LSG4.7/1 *** Page No. LSG4.7/2 *** Page No. LSG4.7/3 *** Page No. LSG4.7/4 *** Page No. LSG4.7/5 *** Page No. LSG4.7/6 *** Page No. LSG4.7/7 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG4.7 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 28 June 2002 LSG4.8/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". sum *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.8 : Special Services : Town Gas Page No. LSG4.8/1 *** Page No. LSG4.8/2 *** Page No. LSG4.8/3 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG4.8 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- CONTROL SYSTEMS: ELECTRICAL AND CONTROL FOR PLUMBING AND DRAINAGE Equipment and ancillaries Local motor control panels BC0801.1 for general fresh water system nr *** *** *** BC0801.2 for kitchen fresh water system nr *** *** *** BC0801.3 for restaurant fresh water system nr *** *** *** BC0801.4 for flushing water system nr *** *** *** BC0801.5 for cleansing water system nr *** *** *** Final circuit; power supply cables From local motor control panels to pumps; including all necessary cables, conduits, trunkings, trays, etc BC0806.1 for flushing water system nr *** *** *** BC0806.2 for fresh water system nr *** *** *** BC0806.3 for cleansing water system nr *** *** *** Final circuit; control cables From local motor control panels to pressure switches; including pressure switches and all necessary cables and conduits BC0806.4 generally nr *** *** *** From local motor control panels to water level switch assembly; including water level switch assembly and all necessary cables and conduits BC0806.5 generally nr *** *** *** From local motor control panels to emergency stop push buttons; including emergency stop push buttons and all necessary cables and conduits BC0806.6 generally nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.9 G4.9 : Control Systems DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.9 : Control Systems Page No. LSG4.9/1 *** Page No. LSG4.9/2 *** Page No. LSG4.9/3 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG4.9 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- SUNDRIES Allow for the following and executing to the satisfaction of the Engineer Provision of testing, including integrated testing, setting to work and commissioning the complete Plumbing and Drainage Installation BB1007.1 generally sum *** *** *** Providing of plates, discs, labels, tags, coloured stencil and painted bands for plant, equipment, cables, switches and the like as specified in BC1007.2 generally sum *** *** *** Providing of fire stopping including internal fire barriers to trunking, busbar trunking, inside pipe sleeves etc. and the like BC1007.3 generally sum *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG4.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G4 : Plumbing and Drainage Lump Sum Item LSG4.10 G4.10 : Sundries DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG4.10 : Sundries Page No. LSG4.10/1 *** Page No. LSG4.10/2 *** Page No. LSG4.10/3 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG4.10 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG4.10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G5 : Building Maintenance Unit System Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- BUILDING MAINTENANCE UNIT Design, test, develop, source, supply fabricate, set out, install, adjust, inspect, supervise, co-ordinate the complete construction of building maintenance unit, comprising but not limited to all necessary metal trackwork, trolleys, ladders, support rai1s; including commissioning, issuing and obtaining the Relevant Authorities approvals; fitting out, protection, removal of protection, completion and maintenance for the building; as Appendix AA to Particu1ar specification, section N32 and Drawing nr LCC300/31/A60/601-607, /618-625 BD1401.1 external monorail system no. 1; including 1 cradle sum *** *** *** BD1401.2 external monorail system no. 2; including 1 cradle sum *** *** *** BD1401.3 external monorail system no. 4; including 1 cradle sum *** *** *** BD1401.4 external monorail system no. 5 (cradle to be shared with monorail system no. 6) sum *** *** *** BD1401.5 external monorail system no. 6 (cradle to be shared with monorail system no. 5) sum *** *** *** BD1401.6 internal monorail system at level 3 void; including 1 cradle sum *** *** *** BD1401.7 fall arrest system at L3 roof, fixed to concrete soffit sum *** *** *** BD1401.8 scissor lift platform nr *** *** *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G5 : Building Maintenance Unit System Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall entered hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G5 : Building Maintenance Unit System Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 *** -------------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSG5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works Lump Sum Breakdown G5 : Building Maintenance Unit System Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSG5.1 : Building Maintenance Unit System Page No. LSG5.1/1 *** Page No. LSG5.1/2 *** Page No. LSG5.1/3 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSG5.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSG5.1/COL/1 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission. [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 5 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F624 thickness exceeding 500 mm m3 *** *** *** Suspended slabs; concrete category B F631 thickness not exceeding 150 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** F643 thickness 300-500 mm m3 *** *** *** Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** F655 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G344 width 0.4-1.22 m m2 *** *** *** G345.1 width exceeding 1.22 m m2 *** *** *** Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** G313 width 0.2-0.4 m m2 *** *** *** G314 width 0.4-1.22 m m2 *** *** *** G315 width exceeding 1.22 m m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4(Cont'd) Vertical G342.1 width 0.1-0.2 m m *** *** *** G342.2 width 0.1-0.2 m; to upper surfaces m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345.2 width exceeding 1.22 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1.4 m G352 width 0.1-0.2 m m *** *** *** G353 width 0.2-0.4 m m2 *** *** *** G373 For voids small void depth 1-2 m nr *** *** *** Concrete components of constant cross-section G381.1 beams; 400 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.2 edge beams; 600 x 700 mm deep; integral with 150 mm thick slab m *** *** *** G381.3 beams; 1500 x 800 mm deep; integral with 150 mm thick slab m *** *** *** G382.1 columns; 600 x 1000 mm m *** *** *** G382.2 columns; 1000 x 2500 mm (overall) m *** *** *** Reinforcement: Deformed high yield steel bars to BS 4449 G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Movement joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 20 mm thick polystyrene board joint filler with two hour fire rating protection G641.1 average width not exceeding 0.5 m m2 *** *** *** Formed surface with and including 50 mm thick polystyrene board joint filler with two hour fire rating protection G641.2 average width not exceeding 0.5 m m2 *** *** *** Proprietary rubber waterstops G651 average width not exceeding 150 mm m *** *** *** Proprietary heavy duty rubber waterstops G653 average width 200 - 300 mm m *** *** *** G670.1 Sealed rebates or grooves; 20 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** G670.2 Sealed rebates or grooves; 50 mm wide approved sealant on backing rod with two hour fire rating protection m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories Finishing of top surfaces G813.1 class U2 finishes m2 *** *** *** G813.2 class U5 finishes m2 *** *** *** Sealing openings with 2 hour fire-rated material around sleeves Openings in reinforced concrete walls, slabs or beams G999.1 area 3.0-5.0 m2; 500 mm thick nr *** *** *** G999.2 area 5.0-7.0 m2; 500 mm thick nr *** *** *** WATERPROOFING Damp proofing Waterproof sheeting; 0.3 mm thick polyethylene damp proof sheet membrane W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W133 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI1.1 : Sewage Treatment Plant - Structure Page No. LSIl.1/1 *** Page No. LSIl.1/2 *** Page No. LSIl.1/3 *** Page No. LSIl.1/4 *** Page No. LSIl.1/5 *** Page No. LSIl.1/6 *** ------------------------------------------------------------------------- Total of Lump Sum Item LSI1.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- (Note: This Activity Bill covers the entire Sewage Treatment Plant except its structural enclosure and supporting foundation, which are included in Activity Bill No. I1.1 of this Cost Centre and Cost Centre C(R) respectively. The associated earthworks for the Sewage Treatment Plant are included in Activity Bill No. H(R)1 of Cost Centre H(R).) MECHANICAL INSTALLATION BB1501 Design, supply and installation of Sewage Treatment Plant including all necessary associated structural and architectural works, and building services except its structural enclosure and supporting foundations as specified in the Contract, in particular Drawings No. LCC300/31/C07/001 to LCC300/31/C07/007 (both inclusive), and Appendix PP-Annex 1 to the Particular Specification sum *** Sundries BB1909.1 Provision of testing and commissioning for the Sewage Treatment Plant sum *** BB1909.2 Maintenance and operation of the Sewage Treatment Plant during the Defects Liability Period sum *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI1.2/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI1.2/2 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI1.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI1.2/3 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I1 : Sewage Treatment Plant Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant ITEM DESCRIPTION AMOUNT HK$ --------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI1.2 : Sewage Treatment Plant Page No. LSI1.2/1 *** Page No. LSI1.2/2 *** Page No. LSI1.2/3 *** -------------------------------------------------------------------- Total of Lump Sum Item LSI1.2 *** --------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI1.2/COL/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F210 Class: 10/20; concrete category C m3 *** *** *** F220 Class: 20/20; concrete category B m3 *** *** *** F230 Class: 30/20; concrete category C m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** p1acing of reinforced concrete Ground slab; concrete category C F621 Thickness not exceeding 150 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Vertical G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Steel fabric to BS4483; Ref. No. A252 G563 Nominal mass; 3-4kg/m2 m2 *** *** *** Joints Formed surface with 25mm thick closed cell foam filler with polysulphide mastic G641 Average width; not exceeding 0.5m m2 *** *** *** Concrete accessories Inserts G832 Grasscrete Type GC2; 600 x 600 x 150 mm totally within the concrete volume nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Mild steel solid to BS 4360; grade 43; hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140.1 exposed height 1000mm m *** *** *** Stainless steel tubular to BS 6323; Part 1 and BS 6323; Part 8 Handrails to public ramps; comprising 50 mm diameter x 3 mm thick top and intermediate rails, handrail brackets and cover plates fixed to concrete at 1200 mm centres N140.2 overall height 350 mm m *** *** *** Railings to public ramps; comprising 50 mm diameter x 3 mm thick top and intermediate rails, standards and cover plates fixed to concrete at 1200 mm centres N140.3 exposed height 850 mm m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R116 depth 225 mm m2 *** *** *** R170 woven geotextile m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Concrete pavements Carriageway slabs; concrete grade 30/20 R425 depth 190 mm m2 *** *** *** Steel fabric reinforcement to BS 4483 R445 nominal mass 5-6 kg/m2; fabric reference C636 m2 *** *** *** Deformed mild steel bar reinforcement to BS 4449 R476 nominal size 20 mm t *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Joints in concrete pavements Isolation joints R595 depth of joint 150-200 mm; 10 mm thick approved compressible joint filler; top pointed with 20 x 20 mm deep approved joint sealant on bond breaker tape m *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) launching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS102 nr *** *** *** R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS107 nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS108 nr *** *** *** R811.4 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS115 nr *** *** *** R811.5 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS172 nr *** *** *** R811.6 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS174 nr *** *** *** R811.7 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS182 nr *** *** *** R811.8 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS221 nr *** *** *** R811.9 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS222 nr *** *** *** R811.10 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS223 nr *** *** *** R811.11 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS224 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs), sign plates using class 1 reflective material to BS 873 Part 6(Cont'd) R811.12 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS407 nr *** *** *** R811.13 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS408 nr *** *** *** R811.14 non-illuminated, road traffic (traffic control) regulations 1989 edition figure nr. TS414 nr *** *** *** R811.15 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS425 nr *** *** *** R811.16 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS460 nr *** *** *** R811.10 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS518 nr *** *** *** R811.11 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4A nr *** *** *** R811.12 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4B nr *** *** *** R811.13 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4C nr *** *** *** R811.14 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4D nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6(Cont'd) R811.15 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4E nr *** *** *** R811.16 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4F nr *** *** *** R811.17 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4G nr *** *** *** R811.18 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4H nr *** *** *** R811.19 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4I nr *** *** *** R811.20 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4L nr *** *** *** R811.21 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4M nr *** *** *** R811.22 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4N nr *** *** *** R811.23 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R40 nr *** *** *** R811.24 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4P nr *** *** *** R811.25 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4Q nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/6 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6(Cont'd) R811.26 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4R nr *** *** *** R811.27 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4S nr *** *** *** R811.28 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. R4T nr *** *** *** Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823.1 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1017 nr *** *** *** R823.2 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1019 nr *** *** *** R823.3 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1021 nr *** *** *** R823.4 BUS STOP in English letters and Chinese characters; road traffic (traffic control) regulations 1989 edition figure nr. RM1047 nr *** *** *** R823.5 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1115 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/7 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262(Cont'd) R824.1 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1012 m *** *** *** R824.2 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1127 m *** *** *** R824.3 continuous parking lines m *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1048 m *** *** *** R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1101 m *** *** *** R825.4 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1104 m *** *** *** R825.5 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1106 m *** *** *** R825.6 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1107 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/8 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PAINTING Polyurethane paint; in one coat of primer and two finishing coats V770 Metal sections m2 *** *** *** Synthetic paint; in two undercoats and one finishing coat V980 Pipework m2 *** *** *** SPECIALIST ARCHITECTURAL METALWORK Ancillaries AH890 Galvanized iron tubular guard rails; 50 mm diameter x 4200 mm girth; twice bent; with fanged ends fixed into concrete nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/9 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/10 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSI2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/11 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.1 I2.1 : Roadworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI2.1 : Roadworks Page No. LSI2.1/1 *** Page No. LSI2.1/2 *** Page No. LSI2.1/3 *** Page No. LSI2.1/4 *** Page No. LSI2.1/5 *** Page No. LSI2.1/6 *** Page No. LSI2.1/7 *** Page No. LSI2.1/8 *** Page No. LSI2.1/9 *** Page No. LSI2.1/10 *** Page No. LSI2.1/11 *** ------------------------------------------------------------------- Total of Lump Sum Item LSI2.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.1/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness exceeding 150-300 mm m3 *** *** *** Columns; concrete category B F552 cross-sectional area 0.03-0.1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G341.1 width not exceeding 0.1 m m *** *** *** width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.1 width 0.2-0.4 m m2 *** *** *** Formwork finish; type F2 Vertical G341.2 width not exceeding 0.l m m *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.2 width 0.2-0.4 m m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI2.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for road lighting; type P1; as Drawing nr. PL2-91 K231.1 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; as Drawing nr. DP/G/95-118 to 120 K231.2 depth not exceeding 1.5m nr *** *** *** In situ concrete; for tele-communication installation K231.3 depth not exceeding 1.5m nr *** *** *** In situ concrete; for CLP Power Hong Kong Limited; chamber size 1000 x 1000 mm; as Drawing nr. LCC300/31/C15/202. K231.4 depth not exceeding 1.5 m; precast concrete covers nr *** *** *** In situ concrete; for CLP Power Hong Kong Limited; 90 degree angle type; as Drawing nr. LCC300/31/C15/202 K231.5 depth not exceeding 1.5 m; precast concrete covers nr *** *** *** In situ concrete; for CLP Power Hong Kong Limited; tee-off type; as Drawing nr. LCC300/31/C15/202. K231.6 depth not exceeding 1.5 m; precast concrete covers nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSI2.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Ducts; unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire Cable ducts 1 way; nominal bore 100 mm K512.1 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** K512.2 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** Cable ducts 1 way; nominal bore 150 mm K512.3 in trenches depth not exceeding 1.5 m; for tele-communication installation; in shared trench laid with eight ducts m *** *** *** K512.4 in trenches depth not exceeding 1.5 m; for CLP Power Hong Kong Limited; in shared trench laid with six ducts m *** *** *** K512.5 in trenches depth not exceeding 1.5 m; for CLP Power Hong Kong Limited; in shared trench laid with eight ducts m *** *** *** Ducts; steel pipes; to BS 1387, medium grade; galvanized to BS 729; screwed joints; with draw wire Cable ducts 1 way; nominal bore 150 mm K512.6 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** MISCELLANEOUS METALWORK Stainless steel Cladding panels 3 mm thick N110 isolated columns; curved m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI2.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI2.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI2.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I2 : Roadworks Lump Sum Item LSI2.2 I2.2 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI2.2 : BWIC with Services Page No. LSI2.2/1 *** Page No. LSI2.2/2 *** Page No. LSI2.2/3 *** Page No. LSI2.2/4 *** Page No. LSI2.2/5 *** ----------------------------------------------------------------------- Total of Lump Sum Item LSI2.2 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI2.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class L; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 225 mm I222.1 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I222.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I223.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224.1 in trenches depth 2-2.5 m; gully connections m *** *** *** I224.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I225.1 in trenches depth 2.5-3 m; gully connections m *** *** *** I225.2 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I226 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** I227 in trenches depth 3.5-4 m; between manholes and/or other drainage chambers m *** *** *** I228. 1 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** I228.2 in trenches depth 4.5-5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class L; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 300 mm I223 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I225 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I226 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** Concrete pipes; Class M; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 225 mm I222.1 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 250 mm I222.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class M; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 (Cont'd) Nominal bore; 300 mm I222 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I225 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I1226 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** I227 in trenches depth 3.5-4.0 m; between manholes and/or other drainage chambers m *** *** *** I228 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 375 mm I232 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I233 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I235 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class M; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 (Cont'd) Nominal bore; 450 mm I232.1 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I233.1 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I238 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 525 mm I232.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I233.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class M; reinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 (Cont'd) Nominal bore; 600 mm I233 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I235 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 675 mm I243.1 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I244.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I245 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 750 mm I242 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I243.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I244.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK -PIPES Concrete pipes; Class M; reinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 750 mm (Cont'd) I245 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I246.1 in trenches depth 3-3.5 m; between manholes and drainage channels m *** *** *** Nominal bore; 825 mm I244.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I246.2 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 900 mm I244.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 1050 mm I253.1 in trenches depth 1.5-2 m; between manholes and drainage channels m *** *** *** I253.1 in trenches depth 1.5-2 m; between drainage channels; in shared trench laid with two pipes m *** *** *** I255 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 1200 mm I253.2 in trenches depth 1.5-2 m; between manholes and drainage channels m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class H; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 450 mm I234 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I235 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** I238.1 in trenches depth 4-4.5 m; between manholes and/or other drainage chambers m *** *** *** I238.2 in trenches depth 4.5-5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 675 mm I242.1 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I243.1 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I244.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 825 mm I242.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I243.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I244.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I246 in trenches depth 3-3.5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductible spun iron pipe to BS 4772; spigot and socket joints; cement mortar 1ining Nominal bore; 75 mm I312.1 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** Nominal bore; 100 mm I312.2 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I312.3 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I313.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I313.2 in trenches depth 1.5-2 m; downpipes to manholes or other drainage chambers m *** *** *** I314.1 in trenches depth 2-2.5 m; gully connections m *** *** *** I314.2 in trenches depth 2-2.5 m; downpipes to manholes or other drainage chambers m *** *** *** I315 in trenches depth 2.5-3 m; gully connections m *** *** *** I316 in trenches depth 3-3.5 m; gully connections m *** *** *** I317 in trenches depth 3.5-4 m; gully connections m *** *** *** Nominal bore; 125 mm I312.4 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772; spigot and socket, joints; cement mortar lining (Cont'd) Nominal bore; 150 mm I312.1 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** I312.2 in trenches depth not exceeding 1.5 m; downpipes to reed bed m *** *** *** I313 in trenches depth 1.5-2 m; downpipes to manholes or other drainage chambers m *** *** *** I314 in trenches depth 2-2.5 m; downpipes to manholes or other drainage chambers m *** *** *** I315 in trenches depth 2.5-3 m; downpipes to manholes or other drainage chambers m *** *** *** I316 in trenches depth 3-3.5 m; downpipes to manholes or other drainage chambers m *** *** *** I317 in trenches depth 3.5-4 m; downpipes to manholes or other drainage chambers m *** *** *** Nominal bore; 200 mm I312.3 in trenches depth not exceeding 1.5 m; downpipes to manholes or other drainage chambers m *** *** *** PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class L; unreinforced to BS 5911: Part 100; flexible spigot and socket joints : lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 225 mm nr *** *** *** Straight specials; rocker pipes J282.1 nominal bore; 225 mm nr *** *** *** J282.2 nominal bore; 300 mm nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES (Cont'd) Concrete pipes; Class M; reinforced to BS 5911: Part 100; flexible spigot and socket joints: 1ined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 300 mm nr *** *** *** J223.1 nominal bore; 375 mm nr *** *** *** J223.2 nominal bore; 450 mm nr *** *** *** J223.3 nominal bore; 525 mm nr *** *** *** J223.4 nominal bore; 600 mm nr *** *** *** J224 nominal bore; 675 mm nr *** *** *** Straight specials; rocker pipes J282.1 nominal bore; 225 mm nr *** *** *** J282.2 nominal bore; 250 mm nr *** *** *** J282.3 nominal bore; 300 mm nr *** *** *** J283.1 nominal bore; 375 mm nr *** *** *** J283.2 nominal bore; 450 mm nr *** *** *** J283.3 nominal bore; 525 mm nr *** *** *** J283.4 nominal bore; 600 mm nr *** *** *** J284.1 nominal bore; 675 mm nr *** *** *** J284.2 nominal bore; 750 mm nr *** *** *** J284.3 nominal bore; 825 mm nr *** *** *** J284.4 nominal bore; 900 mm nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class M; reinforced to BS 5911:Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Straight specials; rocker pipes (Cont'd) J285.1 nominal bore; 1050 mm nr *** *** *** J285.2 nominal bore; 1200 mm nr *** *** *** Concrete pipes; Class H; unreinforced to BS 5911:Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Straight specials; rocker pipes J283 nominal bore; 450 mm nr *** *** *** J284.1 nominal bore; 675 mm nr *** *** *** J284.2 nominal bore; 825 mm nr *** *** *** Ductile spun iron pipe to BS 4772; spigot and socket joints; cement mortar lining Bends J311.1 nominal bore; 75 mm nr *** *** *** J311.2 nominal bore; 100 mm nr *** *** *** J311.3 nominal bore; 125 mm nr *** *** *** J311.4 nominal bore; 150 mm nr *** *** *** J311.5 nominal bore; 200 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 K131 depth not exceeding 1.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 (Cont'd) K131.1 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 900 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 975 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K131.2 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.3 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134.1 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1050 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134.2 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type E; chamber size 1125 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K131.1 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1200 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K131.2 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS1033 nr *** *** *** K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1275 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.3 depth 1.5-2 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1275 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005(Cont'd) K133.1 depth 2-2.5m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type E; chamber size 1350 x 1425 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.1 depth 1.5-2 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134.1 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1500 mm; as D.S.D. Standard Drawing nr. DS 1005 K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134.2 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1575 mm; as D.S.D. Standard Drawing nr. DS 1005 K133.3 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1650 mm; as D.S.D. Standard Drawing nr. DS 1005 K133.4 depth 2-2.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1800 mm; as D.S.D. Standard Drawing nr. DS 1005 K134.3 depth 2.5-3 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type F; chamber size 900 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1006 K135.1 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type F; chamber size 975 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1006 K135.2 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K136.1 depth 3.5-4 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type F; chamber size 1050 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1006 K134.1 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K135.3 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K136.2 depth 3.5-4 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type F; chamber size 1350 x 1500 mm; as D.S.D. Standard Drawing nr. DS 1006 K135.4 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type F; chamber size 1350 x 1575 mm; as D.S.D. Standard Drawing nr. DS 1006 K135.5 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type F; chamber size 1350 x 1650 mm; as D.S.D. Standard Drawing nr. DS 1006 K135 depth 3-3.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type L; chamber size 975 x 1800 mm; as D.S.D. Standard Drawing nr. DS 1017 K136.1 depth 3.5-4 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** K138.1 depth 4-4.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** In situ concrete; type L; chamber size 1350 x 1800 mm; as D.S.D. Standard Drawing nr. DS 1017 K136.1 depth 3.5-4 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** K138.2 depth 4-4.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** In situ concrete; type L; chamber size 1500 x 1800 mm; as D.S.D. Standard Drawing nr. DS 1017 K138.3 depth 4-4.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type L; chamber size 1500 x 1800 mm; as D.S.D. Standard Drawing nr. DS 1017 (Cont'd) K138 depth 4.5-5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** Catch pits In situ concrete; chamber size 1000 x 1000 mm; as Drawing nr. LCC300/31/C35/101 K231.1 depth not exceeding 1.5 m; Type 1 precast concrete cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** *** K232 depth 1.5-2 m; Type 1 precast concrete cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** *** Petrol interceptors In situ concrete; chamber in three compartments each size 1350 x 2000 mm; as HyD Standard Drawing nr. H3134 to H3144 K231.2 depth not exceeding 1.5 m; medium duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 and desilting opening cover as D.S.D. Standard Drawing nr. DS 1034 nr *** *** *** Gullies K330.1 In situ concrete untrapped; removable cast iron grating and frame; as HyD Standard Drawing nr. H3109, H3117 and H3118; 225 mm outlet diameter nr *** *** *** K330.2 In situ concrete untrapped; removable cast iron grating, frame and overflow weir; as HyD Standard Drawing nr. H3109, H3117, H3118 and H3123; 225 mm outlet diameter nr *** *** *** K340 In situ concrete trapped nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSI3.1/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES French drains, rubble drains, ditches and trenches Rectangular section ditches lined; concrete grade 20/20; 150 mm thick to bottom and both sides with U-shaped invert; as Drawing nr. LCC300/31/C35/101 K451 cross-sectional area not exceeding 0.25 m2; waterway 300 mm wide m *** *** *** K452.1 cross-sectional area 0.25-0.5 m2; waterway 300 mm wide m *** *** *** K452.2 cross-sectional area 0.25-0.5 m2; waterway 375 mm wide m *** *** *** K453 cross-sectional area 0.5-0.75 m2; waterway 375 mm wide m *** *** *** Crossings Underground services; electric main; as Drawing nr. LCC300/31/C35/102 K681.1 pipe bore not exceeding 300 mm nr *** *** *** K682.1 pipe bore 300-900 mm nr *** *** *** Underground services; telecommunication service; as Drawing nr. LCC300/31/C35/102 K681.2 pipe bore not exceeding 300 mm nr *** *** *** K682.2 pipe bore 300-900 mm nr *** *** *** PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B; 100 mm thick Imported granular material; type A L331 nominal bore not exceeding 200 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L332 nominal bore 200-300 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B; 100 mm thick Imported granular material; type A (Cont'd) L334 nominal bore 600-900 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L335 nominal bore 900-1200 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L338 nominal distance 3000 mm (approximate) between inside faces of outer pipe walls; for two pipes nominal bore 1050 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** MISCELLANEOUS METALWORK Other miscellaneous metalwork N990.1 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 300 mm wide m *** *** *** N990.2 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 375 mm wide m *** *** *** N990.3 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 300 x 200 mm high (overall) (approximate) nr *** *** *** N990.4 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 375 x 200 mm high (overall) (approximate) nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL, ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL, ITEM Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I3 : Underground Drainage Lump Sum Item LSI3.1 I3.1 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI3 .1 : Underground Drainage Page No. LSI3.1/1 *** Page No. LSI3.1/2 *** Page No. LSI3.1/3 *** Page No. LSI3.1/4 *** Page No. LSI3.1/5 *** Page No. LSI3.1/6 *** Page No. LSI3.1/7 *** Page No. LSI3.1/8 *** Page No. LSI3.1/9 *** Page No. LSI3.1/10 *** Page No. LSI3.1/11 *** Page No. LSI3.1/12 *** Page No. LSI3.1/13 *** Page No. LSI3.1/14 *** Page No. LSI3.1/15 *** Page No. LSI3.1/16 *** Page No. LSI3.1/17 *** Page No. LSI3.1/18 *** Page No. LSI3.1/19 *** Page No. LSI3.1/20 *** Page No. LSI3.1/21 *** ------------------------------------------------------------------------------- Total of Lump Sum Item LSI3.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- EARTHWORKS Landscaping E820.1 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2 m2 *** *** *** E820.2 Hydroseeding; including all species during summer at 25g/m2 and winter at 3Og/m2; inclined at an angle exceeding 10 degrees to the horizontal m2 *** *** *** E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** *** E850.2 Shrubs; Duranta repens; size 600 x 500 mm; pot-grown nr *** *** *** E850.3 Shrubs; Ixora javanica; size 500 x 500 mm; pot-grown nr *** *** *** E850.4 Shrubs; Ligustrum sinense; size 500 x 400 mm; pot-grown nr *** *** *** E850.5 Shrubs; Melastoma Candida; size 600 x 500 mm; pot-grown nr *** *** *** E850.6 Shrubs; Melastoma sanquineum; size 600 x 500 mm; pot-grown nr *** *** *** E850.7 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** *** E860.1 Trees; Celtis sinensis; standard size; root balled nr *** *** *** E860.2 Trees; Ficus microcarpa; standard size; root balled nr *** *** *** E860.3 Trees; Ficus virens; standard size; root balled nr *** *** *** E860.4 Trees; Heritea littoralis; standard size; root balled nr *** *** *** E860.5 Trees; Macaranga tanarius; standard size; root balled nr *** *** *** E860.6 Trees; Pongamia pinnata; standard size; root balled nr *** *** *** E860.7 Trees; Sapium sebiferum; standard size; root balled nr *** *** *** E860.8 Trees; Schefflera octophylla; standard size; root balled nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- EARTHWORKS landscaping (Cont'd) E860.9 Trees; Cassia siamea; heavy standard size; root balled nr *** *** *** E860.10 Trees; Cinnamomum camphora; heavy standard size; root balled nr *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Vertical G343 width 0.2-0.4 m m2 *** *** *** MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing N161 angle iron stakes; 50 x 50 x 3 mm; including approved ties and spacers m *** *** *** ROADS AND PAVINGS Sub-bases; flexible road bases and surfacing Granular material as General Specification clause 6.07 R113 depth 60-100 mm m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI3.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Concrete pavements Other in situ concrete slabs; grade 30/20 R433 depth 60-100 mm m2 *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Kerbs, channels and edgings Precast concrete edging kerbs of Highways Dept. types El, E2 and E3; 50 x 150 mm high R631 straight or curved to radius exceeding 12 m; including cement and sand (1:3) bedding, and concrete bed and haunch grade 20/20 m *** *** *** ROADS AND PAVINGS Light duty pavements R723 Hardcore base; well consolidated depth 60-100 mm m2 *** *** *** R780 Precast concrete blocks; 100 x 200 x 60 mm thick; laid in herringbone pattern; on and including 30 mm thick sand course m2 *** *** *** PAINTING Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- MISCELLANEOUS WORK Fences Metal post and wire; comprising 152 x 229 x 34 mm mild steel Grade 43A structural 'T' section posts at 3000 mm centres, 2985 x 2000 mm high Weldmesh panel vertical wires 4 mm diameter at 50 mm centres fixed to 2000 x 20 x 4 mm thick galvanized mild steel bars, and 300 x 300 x 20 mm base plate; including 24 mm diameter stainless steel bolts with expansion anchors, 8 mm diameter Allen head bolts, 14 mm diameter Allen lead ferrules, and washers X145.1 exposed height 2.2 m; concrete grade 20/20 foundation 400 x 400 x 500 mm high m *** *** *** X145.2 exposed height 2.2 m; concrete grade 20/20 foundation 450 x 530 x 950 mm high m *** *** *** Gates and stiles Metal field gates; comprising 50 x 50 mm mild steel Grade 43A rectangular hollow section frames and bracings, and 2985 x 2000 mm high Weldmesh panel vertical wires 4 mm diameter at 75 mm centres; fixed with 8mm diameter Allen head bolts and washers; including hinges, barrel bolt, padlock and drop bolts; height 2.101 m; in two leaves nr *** *** *** X237 width 6 m SPECIALIST ARCHITECTURAL METALWORK Ancillaries AH890.1 Stainless steel tree guards; 1350 mm high; comprising 4 nr. 133 x 102 x 15 mm universal 'T' sections formed to radii, 25 mm outside diameter hollow section tubes in 2 sections with and including end caps, and 4 nr. 10 mm thick base plates; including bolts and ferrules nr *** *** *** H890.2 Cast iron tree grilles in 2 sections; overall size 1190x 1190 mm; including 75 x 25 x 5 mm frame cast in concrete nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I4 : Landscaping Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI4.1 : Hard and Soft Landscaping Page No. LSI4.1/1 *** Page No. LSI4.1/2 *** Page No. LSI4.1/3 *** Page No. LSI4.1/4 *** Page No. LSI4.1/5 *** Page No. LSI4.1/6 *** ---------------------------------------------------------------------------- To Collection of Lump Sum Item LSI4.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE Other structures Concrete D521.1 Reinforced concrete wing wall 300mm thick; volume not exceeding 50m/3/ sum *** D521.2 Reinforced concrete head wall 300mm thick; volume not exceeding 50m/3/ sum *** Metal D549 Mild steel security grille (in 2 nrs.); approximate size 5000 x 2500 x 2500mm high each sum *** EARTHWORKS Landscaping Grasscrete E999 Grasscrete Type GC2; 600 x 600 x 150mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI5.1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN-SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category C m3 *** *** *** F240 Class: 40/20; concrete category B m3 *** *** *** F290 Class: 10/20; concrete category C m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 Thickness not exceeding 150mm m3 *** *** *** Placing of reinforced concrete Ground slab, concrete category C F621.1 Thickness not exceeding 150mm m3 *** *** *** F623.1 Thickness : 300-500mm m3 *** *** *** Sloping ground slab, concrete category C F621.2 Thickness not exceeding 150mm m3 *** *** *** Ground slab, concrete category B F623.2 Thickness : 300-500mm m3 *** *** *** Wall; concrete category C F641 Thickness not exceeding 150mm m3 *** *** *** Head wall; concrete category B F642 Thickness: 150-300mm m3 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F1 Plane vertical G345.1 Width exceeding 1.22m m2 *** *** *** Formwork finish; type F2 Sloping upper surface G322 Width : 0.1-0.2m m *** *** *** Plane vertical G342 Width : 0.1-0.2m m *** *** *** G343.1 Width: 0.2-0.4m m2 *** *** *** G345.2 Width exceeding 1.22m m2 *** *** *** For voids G375 Large void depth: not exceeding 0.5m nr *** *** *** Formwork finish; type F5 Plane vertical G343.2 Width: 0.2-0.4m m2 *** *** *** G345.3 Width exceeding 1.22m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS4449 G522 Diameter 12mm t *** *** *** G523 Diameter 16mm t *** *** *** G524 Diameter 20mm t *** *** *** Steel fabric to BS4483 Ref. No. A252 G563 Nominal mass: 3-4kg/m2 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI5.1/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES (CONT'D) Joints Formed surface with 25mm thick approved light grey polysulphide sealant with primer; with compressible inorganic joint filler G621 Average width: not exceeding 0.5m m2 *** *** *** Formed surface with 25mm thick closed cell foam filler with polysulphide mastic G641 Average width: not exceeding 0.5m m2 *** *** *** Rubber waterstops; centre-bulb G653.1 Average width: 200-300mm m *** *** *** Rubber waterstops; rearguard G653.2 Average width: 200-300mm m *** *** *** Dowels G682 Sleeved; 25mm diameter galvanised mild steel dowel bar; 650 long nr *** *** *** G699 Bond breaking tape m *** *** *** Concrete accessories Finishing of top surfaces G813 Type U5 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI5.1/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Precast concrete pipes to BS5911 Class H; flexible spigot and socket joints I254 Nominal bore: 900-1200mm; in trench depth 2.0 - 2.5m m *** *** *** I255 Nominal bore: 900-1200mm; in trench depth 2.5 - 3.0m m *** *** *** I259 Nominal bore: 900-1200mm; by pipe jacking m *** *** *** Extras to excavation and backfilling In pipe jacking L151 Excavation of rock m3 *** *** *** L157 Excavation of natural material below the final surface and backfill with concrete m3 *** *** *** Beds Imported granular material L334 Nominal bore 900-1200mm; depth of beds 900mm (extreme) m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames weldable structural galvanised steel Grade 50C to BS4360 Columns; 305 x 165 x 40.3kg/m universal beam M311.1 straight on plan t *** *** *** Beams; 305 x 165 x 40.3kg/m universal beam M311.2 straight on plan t *** *** *** Beams; 203 x 203 x 46.1kg/m universal beam M321.1 straight on plan t *** *** *** Beams; 102 x 51 x 10.42kg/m channel M321.2 straight on plan t *** *** *** Beams; 102 x 51 x 14.9kg/m channel M321.3 straight on plan t *** *** *** Beams; 254 x 127 x 45kg/m tee M321.4 straight on plan t *** *** *** Bracings; 305 x 102 x 46.18kg/m channel M361 Straight on plan t *** *** *** Anchorages and holding down bolts assemblies M380 M20 set bolts nr *** *** *** Erection of members for frames; weldable structural galvanised steel Grade 50C to BS4360 M620 Permanent erection t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Mild steel ladders N130 Inclined step ladder; 630mm wide m *** *** *** Mild steel railings N140 Type 2 railing as HyD's Standard Drawings No.H2130, H2132 and H2134 m *** *** *** Miscellaneous framing; fixing by 6mm fillet weld N161 Mild steel angle section; 50 x 50 x 6mm thick m *** *** *** N169 Mild steel flat 20 x 50mm m *** *** *** N999.1 Mild steel base plate; forming holes for bolts; 300 x 600 x 25mm thick nr *** *** *** N999.2 Expanded metal walkway panel; 14mm thick; mild steel galvanizing to BS729 m2 *** *** *** N999.3 Plastigate door with steel 316-S31 envelope over a mild steel matrix with a cellular core; size 1545 x 1470mm; including all frames, fixings and ironmongery nr *** *** *** N999.4 Mild steel hinge door; 800 x 800mm wide; including all frames, fixings and ironmongery nr *** *** *** N999.5 Mild steel tubular rails; 50mm diameter; approximate 600mm in girth nr *** *** *** N999.6 Mild steel step irons nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material type 1 as specified R116 Depth 200 - 250mm m2 *** *** *** R170.1 Geosynthetic reinforcement; geotexile; tensile strength of 200kN/m (minimum) m2 *** *** *** R170.2 Geosynthetic reinforcement; geotexile; tensile strength of 200kN/m (minimum); inclined at an angle of 10 DEG.-45 DEG. to the horizontal m2 *** *** *** Sand R193 Depth 60 - 100mm m2 *** *** *** Rock; grade 200 R198 Depth: exceeding 300mm m2 *** *** *** Concrete pavements Carriageway slabs R425 Depth 150 - 200mm m2 *** *** *** Steel fabric reinforcement to BS4483 Ref. No. 252 R443 Nominal mass: 3 - 4kg/m2 m2 *** *** *** Joints in concrete pavements Expansion joints R525 Depth of joint: 150 - 200mm m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI5.1/8 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS (CONT'D) Kerbs, channels and edgings Precast concrete kerbs of Highways Dept type K1 R611 Straight or curved to radius exceeding 12m m *** *** *** In-situ concrete rectangular channels; 1500mm wide x 400mm (minimum) deep to invert level R681 Straight or curved to radius exceeding 12m m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Painting System E Metal, other than metal sections and pipework V911 Upper surfaces inclined at an angle not exceeding 30 DEG. to the horizontal m2 *** *** *** V915 Isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** V970 Metal Sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/12 Contract No. LCC-300 Contract No. LCC-301 Cost Centre I : External Works Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW) Lump Sum Item LSE1.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI5.1 : Diversion of Existing Open Drainage Channel(RRIW) Page No. LSI5.1/1 *** Page No. LSI5.1/2 *** Page No. LSI5.1/3 *** Page No. LSI5.1/4 *** Page No. LSI5.1/5 *** Page No. LSI5.1/6 *** Page No. LSI5.1/7 *** Page No. LSI5.1/8 *** Page No. LSI5.1/9 *** Page No. LSI5.1/10 *** Page No. LSI5.1/11 *** Page No. LSI5.1/12 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI5.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** F623 thickness 300-500 mm m3 *** *** *** Suspended slabs; concrete category B F632 thickness 150-300 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** F644 thickness exceeding 500 mm m3 *** *** *** F680 Other concrete forms; steps; concrete category B m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Horizontal G315 width exceeding 1.22 m; left in m2 *** *** *** Vertical G342.1 width 0.1-0.2 m m *** *** *** G344.1 width 0.4-1.22 m m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G313 width 0.2-0.4 m m2 *** *** *** Vertical G342.2 width 0.1-0.2 m m *** *** *** G344.2 width 0.4-1.22 m m2 *** *** *** Reinforcememt Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** WATERPROOFING Damp Proofing Waterproof sheeting; 0.3 mm thick polyethylene damp proof sheet membrane W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W133 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI6.1 : Traction Section Cabin - Structure Page No. LSI6.1/1 *** Page No. LSI6.1/2 *** Page No. LSI6.1/3 *** Page No. LSI6.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI6.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing; welded N100.1 angle section; 25 x 25 x 6 mm thick m *** *** *** N100.2 angle section; 38 x 38 x 6 mm thick m *** *** *** N100.3 flat 12 x 6 mm thick m *** *** *** N100.4 fixing lugs; fishtail ends; 10 mm diameter; approximate 120 mm long nr *** *** *** Plate flooring; chequer plate N170 6mm thick; with 100 x 40 mm hand hole at 450 mm centre to centre m2 *** *** *** PAINTING Lead iron or zinc based primer paint; zinc rich primer to BS 4652; in two coats Metal other than metal sections and pipework V111 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Alkyd gloss paint; in one coat V470 Metal sections m2 *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render AJ110 one coat; nominally 50 mm thick m2 *** *** *** Floors Cement and sand (1:3) render AJ210 one coat; nominally 50 mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI6.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVRES Louvres External louvre with insect mesh; weatherproofed; including framing, mastic sealant, waterproofing grouting, approved expanded metal lath/plaster stop and all other fixing accessories and support; as Appendix AA to Particular Specification, section L15 and Drawing nr LCC300/31/A04/135, /A24/901 AF301.1 overall size 8000 x 4200mm high nr *** *** *** AF301.2 overall size 8000 x 4200mm high; including 1 no. of opening nr *** *** *** AF301.3 overall size 9000 x 4200mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI6.2/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI6.2/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI6.2/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I6 : Traction Section Cabin Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI6.2 : Traction Section Cabin - ABWF Page No. LSI6.2/1 *** Page No. LSI6.2/2 *** Page No. LSI6.2/3 *** Page No. LSI6.2/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI6.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI6.2/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F623 thickness 300 - 500 mm m3 *** *** *** Placing of reinforced concrete Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G344 width 0.4-1.22 m m2 *** *** *** Formwork finish; type F4 Horizontal G312 width 0.1-0.2 m m *** *** *** G314 width 0.4-1.22 m m2 *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI7.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Police Check Point Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Joints Formed surface plain G631 average width not exceeding 0.5 m m2 *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R116 depth 200-250 mm m2 *** *** *** Concrete pavements Other in-situ concrete slabs; grade 40/20 R434 Depth 100-150 mm m2 *** *** *** Deformed high yield steel bar reinforcement to BS4449 R473 Nominal size 10 mm t *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Ancillaries Traffic signs R812 Illuminated, Police Stop nr *** *** *** R823 Surface markings, Letters and shapes, as police requirements nr *** *** *** R899.1 Electric drop arm barriers, complete including but not limited to flashing high intensity lights, operator control systems, cabling, as per Appendix II to Particular Specification nr *** *** *** MISCELLANEOUS WORK Fences Metal crah barrier, post type with built in lights and paint finish X173 nominally 1700mm high, 150mm dia nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI7.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI7.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI7.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.1 I7.1 : Structure (RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI7.1 : Structure (RRIW) Page No. LSI7.1/1 *** Page No. LSI7.1/2 *** Page No. LSI7.1/3 *** Page No. LSI7.1/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI7.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI7.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Emulsion paint; one coat thinned with water in accordance with the manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V541 Upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** V743 Waterproof elastomeric paint; one coat recommended primer, two undercoats and one finishing coat; as Appendix II to Particular Specification m2 *** *** *** WATERPROOFING Roofing; as Drawing nr LCC300/31/A60/772 Waterproofing covering W341 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W346 surfaces of width not exceeding 300mm m *** *** *** Rendering in waterproofing cement render W361 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W366 surfaces of width not exceeding 300mm m *** *** *** 50mm thick thermal insulation board W391 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- WATERPROOFING Protective layer; as Drawing nr LCC300/31/A60/772 Flexible sheeting; PVC roofing membrane W421 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W426 surfaces of width not exceeding 300mm m *** *** *** Sand and cement screed W441 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** CARPENTRY AND JOINERY Fittings Supervisor desk counter; plastic laminated plywood; as Appendix II AC720 overall size nominally 1200 x 600 x 750mm high nr *** *** *** Cabinet, wall mounted as Appendix II to Particular Specification AC790.1 overall size nominally 950 x 450 x 600mm high nr *** *** *** Cabinet, floor mounted as Appendix II to Particular Specification AC790.2 overall size nominally 1450 x 450 x 900mm high nr *** *** *** AC790.3 Venetian blind to window size 600 x 600mm nr *** *** *** AC790.4 Venetian blind to window size 1730 x 1500 x 1500mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Hinges; as Appendix II to Particular Specification AD290.1 size 114 x 114mm; fixed nr *** *** *** Locks, latches and bolts; as Bolts AD339.1 Double cylinder with thumb turn; fixed to galvanised steel nr *** *** *** Closers and selectors; as Appendix II to Particular Specification Door closers AD490.1 fixed to galvanised steel nr *** *** *** Kick plates; as Appendix II to Particular Specification AD700.1 965 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix II to Particular Specification, Galvanised steel, heavy duty, with laminate plastic to inside and outside AE300.1 nominally 750mm width x 2150mm high nr *** *** *** AE300.2 nominally 850mm width x 2150mm high nr *** *** *** METAL SHUTTERS, WINDOWS AND LOUVRES Windows; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A60/770-771 AF201.1 stainless steel; size 600 x 600mm high nr *** *** *** AF201.2 stainless steel; overall size 1730 x 1500 x 1500mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SPECIAL ARCHITECTURAL METALWORK Ancillaries AH890 Stainless steel rack for metal mesh storage nr *** *** *** SIGNS AND ADVERTISING PANELS Signs Non-illuminated AI120.1 Hong Kong Police Force external Sign, fixed to concrete wall nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122 10 mm thick; to receive emulsion paint m2 *** *** *** Floors Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 70 mm thick; to receive studded rubber flooring m2 *** *** *** FLEXIBLE SHEETING AND TILING Rubber studded floor tiles, "Konvex" or other products having equivalent performance and specification, as Appendix II to the Particular Specification. Floors, tiling AL121 vinyl. m2 *** *** *** SANITARY ACCESSORIES AN400 Toilet roll holders; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN900 Grab rail; stainless steel; fixed to reinforced concrete walls nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL GLAZING Glass Laminated tinted glass; 6mm thick AS135 area 10m2; glazing to PVF2 coated aluminium windows; as Appendix II Particular Specification m2 *** *** *** SANITARY FITTINGS SYSTEM Sanitary fittings Water closets BC0201 generally nr *** *** *** Wash basins BC0201 generally nr *** *** *** MISCELLANEOUS WORK The following miscellaneous work shall supply and installed to the satisfaction of the Engineer X999.1 Window type air-conditioner as Appendix II to the Particular Specification nr *** *** *** X999.2 Standard office chair as Appendix II to the Particular Specification nr *** *** X999.3 Standard polypropylene chair as Appendix II to the Particular Specification nr *** *** X999.4 Removable metal mesh window cover, as Appendix II to the Particular Specification sum *** *** X999.5 Electrical Building Services complete, as Appendix II to the Particular Specification sum *** X999.6 Telephone Utility Services complete, as Appendix II to the Particular Specification sum *** X999.8 Connections to sewage system as Appendix II to the Particular Specification sum *** X999.9 Connections to water supply system as Appendix II to the Particular Specification sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI6.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/6 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI7.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/7 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I7 : Reprovision of Police Check Point Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI7.2 : ABWF (RRIW) Page No. LSI7.2/1 *** Page No. LSI7.2/2 *** Page No. LSI7.2/3 *** Page No. LSI7.2/4 *** Page No. LSI7.2/5 *** Page No. LSI7.2/6 *** Page No. LSI7.2/7 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI7.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI7.2/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged Joints; cement mortar lining Nominal bore; 80 mm I312.1 in trenches depth not exceeding m *** *** *** Nominal bore; 150 mm I312.2 in trenches depth not exceeding m *** *** *** I312.3 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** I312.4 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with three pipes m *** *** *** Nominal bore; 300 mm I321 not in trenches; inside pits m *** *** *** I322.1 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** I322.2 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with three pipes m *** *** *** PIPEWORK - FITTTNGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 80 mm nr *** *** *** J311.2 nominal bore; 150 mm nr *** *** *** J312.1 nominal bore; 300 mm nr *** *** *** Junctions and branches J321 nominal bore; 150 mm nr *** *** *** J322 nominal bore; 300 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining (Cont'd) Flexible couplings J391 nominal bore; 150 mm nr *** *** *** J392 nominal bore; 300 mm nr *** *** *** PIPEWORK - FITTINGS AND VALVES Valves and penstocks Air valves J861 nominal bore 150 mm nr *** *** *** Sluice valves J891.1 nominal bore 80 mm nr *** *** *** J891.2 nominal bore 150 mm nr *** *** *** J891.3 nominal bore 300 mm nr *** *** *** Check meter positions J891.5 nominal bore 80 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits In situ concrete; for one valve K231.1 depth not exceeding 1.5m nr *** *** *** In situ concrete; for two valves K231.2 depth not exceeding 1.5m nr *** *** *** Check meter chambers In situ concrete; Chamber No. CMC1 K231.3 depth not exceeding 1.5m nr *** *** *** In situ concrete; Chamber No. CMC2 K231.4 depth not exceeding 1.5m nr *** *** *** In situ concrete; Chamber No. CMC3 K231.5 depth not exceeding 1.5m nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds Mass concrete L344 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** L346 nominal distance 1200-1500 mm between inside faces of outer pipe walls; for two pipes nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.5-1m3; reinforced concrete grade 20/20; for top vertical bends L744.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 10-12 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L784 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for bends (Cont'd) Volume 12-14 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L786.1 nominal distance 1200-1500 mm between inside faces of outer pipe walls; for three pipes nr *** *** *** Volume 14-16 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L786.2 nominal distance 1200-1500 mm between inside faces of outer pipe walls; for three pipes nr *** *** *** Volume 24-26 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L786.3 nominal distance 1200-1500 mm between inside faces of outer pipe walls; for three pipes nr *** *** *** Concrete stools and thrust blocks; for junctions and branches Volume 2-4 m3; mass concrete grade 20/20 L762 nominal bore 200-300 mm nr *** *** *** Concrete stools and thrust blocks; for anchorages to pipes of inclination exceeding 1:6 Volume 0.5-1 m3; mass concrete grade 20/20; as W.S.D. Standard Drawing L744.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS Y900 Allow for carrying out pressure tests and sterilization on the complete water supply pipeline before handing over to WSD item *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI8.1/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI8.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I8 : Water Main Lump Sum Item LSI8.1 I8.1 : Water Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI8.1 : Water Main Page No. LSI8.1/1 *** Page No. LSI8.1/2 *** Page No. LSI8.1/3 *** Page No. LSI8.1/4 *** Page No. LSI8.1/5 *** Page No. LSI8.1/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI8.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI8.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I9 : Utility Diversions Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Electric Y131.1 11kV overhead line and associated poles; crossing over existing ponds; as drawings LCC300/31/C15/201 to 203 (utility ref. CLP-11KV) sum *** Y131.2 LV overhead lines and associated poles; crossing over existing ponds; as drawings LCC300/31/C15/201 to 203 (utility ref. CLP-LV) sum *** Communication Y162 Telecommunication; telephone overhead cable and associated posts; crossing over existing ponds; as drawings LCC300/31/C15/201 to 203 (utility ref. HKT) sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI9.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I9 : Utility Diversions Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI9.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I9 : Utility Diversions Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI9.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI9.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I9 : Utility Diversions Lump Sum Item LSI9.1 I9.1 : Utility Diversions ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI9.1 : Utility Diversions Page No. LSI9.1/1 *** Page No. LSI9.1/2 *** Page No. LSI9.1/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI9.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI9.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 80 mm I311.1 not in trenches; inside pits m *** *** *** I312.1 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** Nominal bore; 150 mm I311.2 not in trenches; inside pits m *** *** *** I312.2 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** Nominal bore; 200 mm I311.3 not in trenches; inside pits m *** *** *** Nominal bore; 300 mm I321 not in trenches; inside pits m *** *** *** I322 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 80 mm nr *** *** *** J311.2 nominal bore; 150 mm nr *** *** *** J311.3 nominal bore; 200 mm nr *** *** *** J312 nominal bore; 300 mm nr *** *** *** Bends; with duck foot J311.4 nominal bore; 80 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining (Cont'd) Junctions and branches J321 nominal bore; 150 mm nr *** *** *** J322 nominal bore; 300 mm nr *** *** *** Tapers J332 nominal bore; 80 mm nr *** *** *** Glands J361 nominal bore; 150 mm nr *** *** *** J362 nominal bore; 300 mm nr *** *** *** Straight specials J381 nominal bore; 80 mm; 300 mm long nr *** *** *** Valves and penstocks Single air valves J861.1 nominal bore 25 mm nr *** *** *** Double air valves J861.2 nominal bore 80 mm nr *** *** *** J861.3 nominal bore 150 mm nr *** *** *** Sluice valves J891.1 nominal bore 150 mm nr *** *** *** J892 nominal bore 300 mm nr *** *** *** Valves for washout J891.2 nominal bore 150 mm nr *** *** *** Stop cocks; with stainless steel extension piece and threaded end J891.4 nominal bore 25 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits In situ concrete; for two valves K231.1 depth not exceeding 1.5 m nr *** *** *** Air valve chambers Precast concrete; assembled with standard units and complete with removable cover; as W.S.D. Standard Drawing K251 depth not exceeding 1.5 m nr *** *** *** PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds Mass concrete L344.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Surrounds Mass concrete L544.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** L544.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; with 6 mm thick mild steel topping plate; as W.S.D. Standard Drawing m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for bends Volume 0.5-1 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L744.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 0.5-1 m3; reinforced concrete grade 20/20; for top vertical bends L744.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 2-4 m3; reinforced concrete grade 20/20; for top vertical bends L764 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 10-12 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L784.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for junctions and branches Volume 2-4 m3; mass concrete grade 20/20 L762 nominal bore 200-300 mm nr *** *** *** Concrete stools and thrust blocks; for ends Volume 10-12 m3; reinforced concrete grade 20/20 L784.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Concrete stools and thrust blocks; for anchorages to pipes of inclination exceeding 1:6 Volume 0.5-1 m3; mass concrete grade 20/20; as W.S.D. Standard Drawing L744.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS Y900 Allow for carrying out pressure tests and sterilization on the complete water supply pipeline before handing over to WSD item *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI10.1/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.1 I10.1 : Water Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI10.1 : Water Main Page No. LSI10.1/1 *** Page No. LSI10.1/2 *** Page No. LSI10.1/3 *** Page No. LSI10.1/4 *** Page No. LSI10.1/5 *** Page No. LSI10.1/6 *** Page No. LSI10.1/7 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI10.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI10.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.2 I10.2 : Gas Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI10.2 : Gas Main Page No. LSI10.2/1 *** Page No. LSI10.2/2 *** Page No. LSI10.2/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI10.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- UTILITIES Provision of new services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Appendix M to Particular Specification Y162.1 telecommunications; provide open trenches and backfill after PCCW-HKT cable installation sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.3 I10.3 : Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI10.3 : Telephone Utilities Page No. LSI10.3/1 *** Page No. LSI10.3/2 *** Page No. LSI10.3/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI10.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for cabling and wiring works of PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm; K231 depth not exceeding 1.5 m nr *** *** *** Install Ducts (Supplied by PCCW-HKT); unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire K512 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** Ducts; GT 100mm dia. with draw wires K513 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI10.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI10.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I10 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI10.4 I10.4 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI10.4 : BWIC with Services Page No. LSI10.4/1 *** Page No. LSI10.4/2 *** Page No. LSI10.4/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI10.4 *** ---------- [STAMP] Rev.0 : 26 April 2002 LSI10.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 80 mm I311.1 not in trenches; inside chambers m *** *** *** Nominal bore; 150 mm I311.2 not in trenches; inside chambers m *** *** *** I312 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** Nominal bore; 300 mm I321 not in trenches; inside chambers m *** *** *** I322 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 C1ass K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 150 mm nr *** *** *** J312.1 nominal bore; 300 mm nr *** *** *** Junctions and branches J321 nominal bore; 150 mm nr *** *** *** J322 nominal bore; 300 mm nr *** *** *** Tapers J332 nominal bore; 300 mm nr *** *** *** Valves and penstocks Double air valves J861.1 nominal bore 80 mm nr *** *** *** J861.2 nominal bore 150 mm nr *** *** *** Sluice valves J891.1 nominal bore 80 mm nr *** *** *** J891.2 nominal bore 150 mm nr *** *** *** J892.1 nominal bore 300 mm nr *** *** *** Valves for washout J891.3 nominal bore 150 mm nr *** *** *** J892.2 nominal bore 300 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits In situ concrete; for two valves K231 depth not exceeding 1.5 m nr *** *** *** Pipe chambers Brickwork; 150 mm thick walls with removable pre-cast concrete cover; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm as W.S.D. Standard Drawing K251 depth not exceeding 1.5 m m *** *** *** PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds Mass concrete L344 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Surrounds Mass concrete L544 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.5-1 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L744.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI11.1/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for bends Volume 0.5-1 m3; reinforced concrete grade 20/20; for top vertical bends L744.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 4-6 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L774 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 10-12 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L784 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Concrete stools and thrust blocks; for junctions and branches Volume 2-4 m3; mass concrete grade 20/20 L762 nominal bore 200-300 mm nr *** *** *** Concrete stools and thrust blocks; for anchorages to pipes of inclination exceeding 1:6 Volume 0.5-1 m3; mass concrete grade 20/20; as W.S.D. Standard Drawing L744.3 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS Y900 Allow for carrying out pressure tests and sterilization on the complete water supply pipeline before handing over to WSD item *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI11.1/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.1 I11.1 : Water Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI11.1 : Water Main Page No. LSI11.1/1 *** Page No. LSI11.1/2 *** Page No. LSI11.1/3 *** Page No. LSI11.1/4 *** Page No. LSI11.1/5 *** Page No. LSI11.1/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI11.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI11.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.2 I11.2 : Gas Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI11.2 : Gas Main Page No. LSI11.2/1 *** Page No. LSI11.2/2 *** Page No. LSI11.2/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI11.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- UTILITIES Provision of new services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Appendix M to Particular Specification Y162.1 telecommunications; provide open trenches and backfill after PCCW-HKT cable installation sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.3 I11.3 : Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI11.3 : Telephone Utilities Page No. LSI11.3/1 *** Page No. LSI11.3/2 *** Page No. LSI11.3/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI11.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for cabling and wiring works of PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm; K231 depth not exceeding 1.5 m nr *** *** *** Install Ducts (Supplied by PPCW-HKT); unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw Wire K512 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** Ducts; GI 100mm dia, with draw wires. K513 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI11.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I11 : Widening Existing Access Road (Area B) Lump Sum Item LSI11.4 I11.4 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI11.4 : BWIC with Services Page No. LSI11.4/1 *** Page No. LSI11.4/2 *** Page No. LSI11.4/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI11.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI11.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- UTILITIES Provision of new services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Appendix M to Particular Specification Y162.1 telecommunications; provide open trenches and backfill after PCCW-HKT cable installation sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown M1 : Widening of Lok Ma Chau Road (Area A) Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.1 I12.1 : Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI12.1 : Telephone Utilities Page No. LSI12.1/1 *** Page No. LSI12.1/2 *** Page No. LSI12.1/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI12.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** Nominal bore; 300 mm I322 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 150 mm nr *** *** *** J312.1 nominal bore; 300 mm nr *** *** *** Junctions and branches J321 nominal bore; 150 mm nr *** *** *** J322 nominal bore; 300 mm nr *** *** *** Tapers J332 nominal bore; 300 mm nr *** *** *** Valves and penstocks Air valves J861.1 nominal bore 25 mm nr *** *** *** J861.2 nominal bore 150 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Valves and penstocks (Cont'd) Sluice valves J891.1 nominal bore 150 mm nr *** *** *** J891.2 nominal bore 300 mm nr *** *** *** Valves for washout J891.3 nominal bore 150 mm nr *** *** *** J891.4 nominal bore 300 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Va1ve pits In situ concrete; for two valves K231 depth not exceeding 1.5m nr *** *** *** PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds Mass concrete L344 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Surrounds Mass concrete L544 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for bends Volume 0.5-1 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L744.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 0.5-1 m3; reinforced concrete grade 20/20; for top vertical bends L744.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 2-4 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L764.1 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 2-4 m3; reinforced concrete grade 20/20; for top vertical bends L764.2 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 4-6 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L774 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 10-12 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L784 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust blocks; for junctions and branches Volume 2-4 m3, mass concrete grade 20/20 L762 nominal bore 200-300 mm nr *** *** *** Concrete stools and thrust blocks; for anchorages to pipes of inclination exceeding 1:6 Volume 0.5-1 m3; mass concrete grade 20/20; as W.S.D. Standard Drawing L744.3 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Concrete stools and thrust blocks; in utility troughs Volume 0.1-0.2 m3; reinforced concrete grade 35/20D L723 nominal distance 300-600 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS Y900 Allow for carrying out pressure tests and sterilization on the complete water supply pipeline before handing over to WSD item *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI12.2/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.2 I12.2 : Water Main ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI12.2 : Water Main Page No. LSI12.2/1 *** Page No. LSI12.2/2 *** Page No. LSI12.2/3 *** Page No. LSI12.2/4 *** Page No. LSI12.2/5 *** Page No. LSI12.2/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSI12.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 26 April 2002 LSI12.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI12.3/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.3 I12.3 : Gas Main ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSI12.3 : Gas Main Page No. LSI12.3/1 *** Page No. LSI12.3/2 *** Page No. LSI12.3/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI12.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for cabling and wiring works of PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm; as Drawing nr. LCC300/31/C15/230 K231 depth not exceeding 1.5 m nr *** *** *** Install Ducts (Supplied by PCCW-HKT); unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire K512 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** Ducts; GI 100mm dia, with draw wires. K?13 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI12.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I12 : Construction of Access Road (Area C) Lump Sum Item LSI12.4 I12.4 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSI12.4 : BWIC with Services Page No. LSI12.4/1 *** Page No. LSI12.4/2 *** Page No. LSI12.4/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI12.4 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI12.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI13.1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.1 I13.1 : Gas Main ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLLECTION OF LUMP SUM ITEM LSI13.1 : Gas Main Page No. LSI13.1/1 *** Page No. LSI13.1/2 *** Page No. LSI13.1/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI13.1 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 150 mm I311.1 not in trenches; inside pits or troughs I312 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** Nominal bore; 200 mm I311.2 not in trenches; inside pits m *** *** *** Nominal bore; 300 mm I321 not in trenches; inside pits or troughs m *** *** *** I322 in trenches depth not exceeding 1.5 m; incoming water mains; in shared trench laid with two pipes m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 class K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 150 mm nr *** *** *** J311.2 nominal bore; 200 mm nr *** *** *** J312 nominal bore; 300 mm nr *** *** *** Junctions and branches J321 nominal bore; 150 mm nr *** *** *** J322 nominal bore; 300 mm nr *** *** *** Tapers J332 nominal bore; 300 mm nr *** *** *** Valves and penstocks Single air valves J861 nominal bore 25 mm nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Valves and penstocks (Cont'd) Sluice valves J891.1 nominal bore 150 mm nr *** *** *** J891.2 nominal bore 200 mm nr *** *** *** J891.3 nominal bore 300 mm nr *** *** *** Valves for washout J891.3 nominal bore 150 mm nr *** *** *** J891.4 nominal bore 300 mm nr *** *** *** Meters; 'Kent' Helix 3000 J891.5 nominal bore 150 mm nr *** *** *** J891.6 nominal bore 200 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits In situ concrete; for two valves K231.1 depth not exceeding 1.5 m nr *** *** *** Waste detection chambers In situ concrete; Chamber No. WDC3 K231.2 depth not exceeding 1.5 m nr *** *** *** In situ concrete; Chamber No. WDC4 K231.3 depth not exceeding 1.5 m nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds Mass concrete L344 nominal distance 600-900 mm between inside faces of outer pipe walls; for one pipe nominal bore 150 mm and one pipe nominal bore 300 mm; as W.S.D. Standard Drawing m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.5-1 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L744 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Volume 10-12 m3; mass concrete grade 20/20; for horizontal and bottom vertical bends L784 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** Concrete stools and thrust blocks; for junctions and branches Volume 2-4 m3; mass concrete grade 20/20 L762 nominal bore 200-300 mm nr *** *** *** L784 nominal distance 600-900 mm between inside faces of outer pipe walls; for two pipes nr *** *** *** SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS Y900 Allow for carrying out pressure tests and sterilization on the complete water supply pipeline before handing over to WSD item *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI13.2/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEM Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.2 I13.2 : Water Main ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSI13.2 : Water Main Page No. LSI13.2/1 *** Page No. LSI13.2/2 *** Page No. LSI13.2/3 *** Page No. LSI13.2/4 *** Page No. LSI13.2/5 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI13.2 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- UTILITIES Provision of new services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Appendix M to Particular Specification Y162.1 telecommunications; provide open trenches and backfill after PCCW-HKT cable installation sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.3 I13.3 : Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSI13 : Telephone Utilities Page No. LSI13.3/1 *** Page No. LSI13.3/2 *** Page No. LSI13.3/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI13.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for cabling and wiring works of PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm; K231 depth not exceeding 1.5 m nr *** *** *** Install Ducts (Supplied by PCCW-HKT); unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire K512 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** Ducts; GI 100mm dia, with draw wires. K513 in trenches depth not exceeding 1.5 m; for cabling and wiring works of PCCW-HKT Telephone Limited; in shared trench laid with second duct m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI13.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D) Lump Sum Item LSI13.4 I13.4 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSI13.4 : BWIC with Services Page No. LSI13.4/1 *** Page No. LSI13.4/2 *** Page No. LSI13.4/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI13.4 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSI13.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS EARTHWORKS Landscaping Hydroseeding E830.1 Hydroseeding m2 *** *** *** E830.2 Hydroseeding; inclined at an angle exceeding 10 DEG. to the horizontal m2 *** *** *** Plants E840 Phragmities Reeds nr *** *** *** Gravel mix E890.1 Gravel mix m2 *** *** *** E890.2 Gravel mix; inclined at an angle exceeding 10 DEG. to the horizontal m2 *** *** *** Grasscrete E999 Grasscrete Type GC2; 600 x 600 x 150mm nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) IN-SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** F230 Class: 30/20; concrete category B m3 *** *** *** F290 Class: 10/20; concrete category C m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 Thickness not exceeding 150mm m3 *** *** *** Base; concrete category B F521.1 Thickness not exceeding 150mm m3 *** *** *** Footing; concrete category B F521.2 Thickness not exceeding 150mm m3 *** *** *** F524 Thickness exceeding 500mm m3 *** *** *** Other concrete form; apron; concrete category B F581 Thickness not exceeding 150mm m3 *** *** *** Placing of reinforced concrete Other concrete forms; ramp; concrete category B F681 Thickness: not exceeding 150mm m3 *** *** *** Other concrete forms; steps, stairs and landings; concrete category B F682 waist: 150-300mm m3 *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) CONCRETE ANCILLARIES Formwork finish; type F2 Plane sloping G324.1 Width: 0.4-1.22m m2 *** *** *** Plane vertical G341.1 Width: not exceeding 0.1m m *** *** *** G342.1 Width: 0.1-0.2m m *** *** *** G343.1 Width: 0.2-0.4m m2 *** *** *** G344.1 Width: 0.4-1.22m m2 *** *** *** G345.1 Width exceeding 1.22m m2 *** *** *** For voids G375 Large void depth: not exceeding 0.5m nr *** *** *** Formwork finish; type F5 Sloping upper surface G323 Width: 0.2-0.4m m2 *** *** *** G324.2 Width: 0.4-1.22m m2 *** *** *** Plane vertical G341.2 Width: not exceeding 0.1m m *** *** *** G342.2 Width: 0.1-0.2m m *** *** *** G343.2 Width: 0.2-0.4m m2 *** *** *** G344.2 Width: 0.4-1.22m m2 *** *** *** G345.2 Width exceeding 1.22m m2 *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) CONCRETE ANCILLARIES (CONT'D) Reinforcement Deformed high yield steel bars to BS4449 G522 Diameter 12mm t *** *** *** G523 Diameter 16mm t *** *** *** G524 Diameter 20mm t *** *** *** G525 Diameter 25mm t *** *** *** Steel fabric to BS4483 Ref. No. A393 G566 Nominal mass: 6-7kg/m2 m2 *** *** *** Concrete accessories Finishing of top surfaces G813 Type U5 m2 *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PRECAST CONCRETE Outlet head wall Precast concrete units for outlet head wall as shown on Drawing No. LCC300/31/C07/105 H995 Mass: 2-5t nr *** *** *** H996 Mass: 5-10t nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - PIPES Concrete pipes to BS5911 Class M; flexible spigot, and socket joints; lined with polyvinyl chloride or high density polyethylene as specified in Standard Specification 6.3.01 I222 Nominal bore: 200-300mm; in trench depth not exceeding 1.5m m *** *** *** I223 Nominal bore: 200-300mm; in trench depth 1.5-2.0m m *** *** *** I224 Nominal bore: 200-300mm; in trench depth 2.0-2.5m m *** *** *** I232 Nominal bore: 300-600mm; in trench depth not exceeding 1.5m m *** *** *** I233 Nominal bore: 300-600mm; in trench depth 1.5-2.0m m *** *** *** I237 Nominal bore: 300-600mm; in trench depth 3.5-4.0m m *** *** *** I239 Nominal bore: 300-600mm; in trench depth 4.0-4.5m m *** *** *** I243 Nominal bore: 600-900mm; in trench depth 1.5-2.0m m *** *** *** DI pipes to BS 4772; flexible joints and push-in joints; lined internally with cement mortar and coated externally with bituminous coating; as specified in Standard specification 6.3.03 I332 Nominal bore not 300-600mm; in trench depth not exceeding 1.5m m *** *** *** I333 Nominal bore not 300-600mm; trench depth 1.5-2.0m m *** *** *** I334 Nominal bore not 300-600mm; trench depth 2.0-2.5m m *** *** *** I335 Nominal bore not 300-600mm; trench depth 2.5-3.0m m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/6 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - PIPES (CONT'D) DI pipes to BS 4772; flexible joints and push-in joints; lined internally with cement mortar and coated externally with bituminous coating; as specified in Standard Specification 6.3.03 (Cont'd) I336 Nominal bore not 300-600mm; trench depth 3.0-3.5m m *** *** *** I337 Nominal bore not 300-600mm; trench depth 3.5-4.0m m *** *** *** I338 Nominal bore not 300-600mm; trench depth 4.0-4.5m m *** *** *** I352 Nominal bore not 900-1200mm; in trench depth not exceeding 1.5m m *** *** *** I353 Nominal bore not 900-1200mm; trench depth 1.5-2.0m m *** *** *** I354 Nominal bore not 900-1200mm; trench depth 2.0-2.5m m *** *** *** I355 Nominal bore not 900-1200mm; trench depth 2.5-3.0m m *** *** *** I356 Nominal bore not 900-1200mm; trench depth 3 .0-3.5m m *** *** *** I357 Nominal bore not 900-1200mm; trench depth 3.5-4.0m m *** *** *** I358 Nominal bore not 900-1200mm; trench depth 4.0-4.5m m *** *** *** uPVC pipes to BS3506; solvent welded spigot and socket joints as Standard Specification 6.3.05 I511 Nominal bore not exceeding 200mm; not in trenches m *** *** *** I512 Nominal bore not exceeding 200mm; in trench depth not exceeding 1.5m m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/7 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - FITTINGS AND VALVES uPVC pipe fittings; solvent welded spigot and socket joints J411.1 Bends; nominal bore not exceeding 200mm; not in trench; nr *** *** *** J411.2 Bends; nominal bore not exceeding 200mm; not in trench; with O-ring seal nr *** *** *** Gate valve; hand operated; cast iron J813 nominal bore 300-600mm nr *** *** *** J815 nominal bore 900-1200mm nr *** *** *** Flap valve: cash iron J899 nominal bore 200-300mm nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/8 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes K131 Type G; in situ concrete; depth not exceeding 1.5m; with heavy duty cover; as D.S.D. Standard Drawing DS 1007 nr *** *** *** K132 Type H; in situ concrete; depth 1.5-2.0m; with heavy duty cover; as D.S.D. Standard Drawing DS 1009 nr *** *** *** K137 Type I; in situ concrete; depth 4.0-4.5m; with heavy duty cover; as D.S.D. Standard Drawing DS 1011 nr *** *** *** Other stated chambers K231.1 Flowmeter chamber; in situ concrete; concrete grade 40/20; depth not exceeding 1.5m; with cast iron multiple span gatic medium duty cover; as Drawing No. LCC300/31/C07/115 nr *** *** *** K231.2 Valve chamber; in-situ concrete; concrete grade 30/20; depth not exceeding 1.5m; with precast concrete cover; as W.S.D Standard Drawing No. WSD1.11C and WSD1.12B nr *** *** *** K231.3 Drawpit; in situ concrete; concrete grade 30/20; for cabling and wiring works; depth not exceeding 1.5m; precast concrete cover nr *** *** *** K232.1 Equalization tank; in situ concrete; concrete grade 30/20; depth 1.5-2.0m; with heavy duty cover nr *** *** *** K233.1 Pump pit for Reed Bed No.1; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/9 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES (CONT'D) Other stated chambers (Cont'd) K233.2 Pump pit for Reed Bed No.2; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.3 Pump pit for Reed Bed No.3; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.4 Pump pit for Reed Bed No.4; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.5 Pump pit for Reed Bed No.5; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.6 Pump pit for Reed Bed No.6; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.7 Pump pit for Reed Bed No.7; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K233.8 Pump pit for Reed Bed No.8; in situ concrete; concrete grade 30/20; depth 2.0-2.5m as Drawing No. LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** *** K237.1 Pump pit; in situ concrete; concrete grade 40/20; depth 5.0-5.5m; with cast iron multiple span gatic medium duty cover; as Drawing No. LCC300/31/C07/115 nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/10 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES (CONT'D) Other stated chambers (Cont'd) K237.2 Gate valve chamber; in-situ concrete; concrete grade 30/20; depth 4.0-4.5m; with heavy duty cover; as W.S.D Standard Drawing No. WSD1.11C and WSD1.12B nr *** *** *** K256 Gate valve chamber; precast concrete; concrete grade 30/20; depth 3.5-4.0m; with heavy duty cover; as Drawing No. LCC300/31/C15/501 nr *** *** *** K257 Gate valve chamber; precast concrete; concrete grade 30/20; depth 4.0-4.5m; with heavy duty cover; as Drawing No. LCC300/31/C15/501 nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/11 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Other pipework ancillaries K862 Connection to existing San Tin Eastern main drainage channel; nominal bore 200-300mm nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/12 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Concrete stools and thrust block : concrete grade 20/20; reinforced concrete L741.1 Volume 0.5-1m3; nominal bore not exceeding 200mm nr *** *** *** L751.2 Volume 1-2m3; nominal bore not exceeding 200mm nr *** *** *** Concrete stools and thrust block : concrete grade 20/20; mass concrete L741.2 Volume 0.5-1m3; nominal bore not exceeding 200mm nr *** *** *** L751.2 Volume 1-2m3; nominal bore not exceeding 200mm nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/13 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) MISCELLANEOUS METALWORK Mild steel railings; hand railings as HyD Drawing No. H2135A N140 Straight on plan m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/14 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) ROADS AND PAVINGS (CONT'D) Sub-bases, flexible road bases and surfacing Granular material type 1 as specified R115 Depth 150 - 200mm m2 *** *** *** R116 Depth 200 - 250mm m2 *** *** *** R117.1 Depth 250 - 300mm m2 *** *** *** Granular material type 1 as specified; inclined at an angle exceeding 10 DEG. to the horizontal R117.2 Depth 250 - 300mm m2 *** *** *** Geosynthetic reinforcement R170 Geosynthetic reinforcement; geotextile; tensile strength of 200kN/m (minimum) m2 *** *** *** Sand R192 Depth 30 - 60mm m2 *** *** *** R193 Depth 60 - 100mm m2 *** *** *** Steel fabric reinforcement to BS4483 Ref. No. 252 R443 Nominal mass: 3 - 4kg/m2 m2 *** *** *** Kerbs, channels and edgings In-situ concrete rectangular channels; concrete grade 30/20; 700mm wide x 750mm (minimum) deep to invert level; with hinged grating R681 Straight or curved to radius exceeding 12m m *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/15 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) WATERPROOFING Tanking HDPE bentonite reinforced water proofing membrane liner; two coats; 5mm thick W231 Upper surfaces inclined at an angle not exceeding 30 DEG. the horizontal m2 *** *** *** W233 Upper surfaces inclined at an angle exceeding 60 DEG. the horizontal m2 *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/16 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) MISCELLANEOUS WORK Rock filled gabions Box Gabion; 1000x500x600mm high X410.1 Size of 60-100mm stone; double twist hexagonal woven mesh; PVC coated heavily galvanised steel wire mesh and 2.2-3.4mm diameter mesh wire as specified in Appendix QQ to Particular Specification nr *** *** *** Box Gabion; 1000x500x1000mm high X410.2 Size of 60-100mm stone; double twist hexagonal woven mesh; PVC coated heavily galvanised steel wire mesh and 2.2-3.4mm diameter mesh wire as specified in Appendix QQ to Particular Specification nr *** *** *** Box Gabion; 1000x500x950mm high X410.3 Size of 200mm rock; double twist hexagonal woven mesh; PVC coated heavily galvanised steel wire mesh and 2.2-3.4mm diameter mesh wire as specified in Appendix QQ to Particular specification nr *** *** *** Testing and commissioning X999.1 Provision of testing and commissioning as specified in Appendix QQ to Particular Specification sum *** Maintenance and operation X999.2 Maintenance and operation for the Reedbeds System during the Defects Liability Period as specified in Appendix QQ to Particular Specification sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/17 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- CIVIL WORKS FOR REED BEDS (CONT'D) MISCELLANEOUS WORK (CONT'D) Site Trial X999.3 Provision of Site Trial for Gravel Mix as specified in Appendix QQ to Particular Specification sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/18 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED REDS ELECTRICAL INSTALLATIONS Earthing and lighting protection system BA0809 Design, supply and install the earthing system; including all necessary fixing and accessories as specified in Appendix QQ to Particular Specification sum *** Telemetry system BA0901.1 Design, supply and install the telemetry system; including all necessary accessories, instruments, interconnecting wirings and direct telephone link as specified in Appendix QQ to Particular Specification sum *** Power and control system BA0901.2 Design, supply and install the power and control system; including switchgears, control gears, switchboards, control boards, starters, indication lights, push buttons, control and auxiliary relays, fuse links, all necessary accessories, instruments and interconnecting wirings as specified in Appendix QQ to Particular Specification sum *** Pillar box; for submersible pumps control panel as shown on Drawings No. LCC300/31/C07/106,110,111, 112 and 115 BA0901.3 Size: 1200mm x 500mm x 1500mm high nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/19 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) ELECTRICAL INSTALLATIONS (CONT'D) Power and control system (Cont'd) 600/1000V PVC/SWA/PVC or XPLE/SWA/PVC cables with copper conductors Laid in trench BA0906.1 4-core; 2.5mm2 m *** *** *** BA0906.2 4-core; 10.0mm2 m *** *** *** Drawn into underground pipeduct BA0906.3 4-core; 2.5mm2 m *** *** *** BA0906.4 4-core; 10.0mm2 m *** *** *** Hot dipped galvanised mild steel ductings and fittings Laid underground BA1005.1 150mm diameter m *** *** *** Extra over 150mm diameter ductings for BA1005.2 bend nr *** *** *** uPVC ductings and fittings Laid underground BA1005.3 150mm diameter m *** *** *** Extra over 150mm diameter ductings for BA1005.4 bend nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/20 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) ELECTRICAL INSTALLATIONS (CONT'D) Sundries Spare parts BA1110.1 Provision of spare parts for the Control Panels as specified in Appendix QQ to Particular Specification sum *** Testing and commissioning BA1110.2 Provision of testing and commissioning as specified in Appendix QQ to Particular Specification sum *** Maintenance and operation BA1110.3 Maintenance and operation for the Reedbeds System during the Defects Liability Period as specified in Appendix QQ to Particular Specification sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/21 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) MECHANICAL INSTALLATIONS Lifting equipment BB1401.1 Design, supply and install movable G.I. A-frame lifting equipment as specified in Appendix QQ to Particular Specification nr *** *** *** Electric actuators and penstocks BB1401.2 Supply and install electric actuators and penstocks as specified in Appendix QQ to Particular Specification nr *** *** *** Sundries Spare parts BB1909.1 Provision of spare parts for the Chain Hoists as specified in Appendix QQ to Particular Specification sum *** Testing and commissioning BB1909.2 Provision of testing and commissioning as specified in Appendix QQ to Particular Specification sum *** Maintenance and operation BB1909.3 Maintenance and operation for the Reedbeds System during the Defects Liability Period as specified in Appendix QQ to Particular Specification sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/22 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) PLUMBING INSTALLATIONS Submersible pumps; including all necessary accessories and interconnecting wirings and cables; as specified in Appendix QQ to Particular Specification and Drawings No. LCC300/31/C07/106, 111,112 and 115 BC0901.1 Capacity : 500m3 per day nr *** *** *** BC0901.2 Capacity : 850m3 per day nr *** *** *** Electromagnetic flowmeters; including all necessary accessories and interconnecting wirings; as specified in Appendix QQ to Particular Specification BC0901.3 80mm diameter nr *** *** *** BC0901.4 200mm diameter nr *** *** *** Gate valves; cast iron BC0901.5 80mm diameter nr *** *** *** BC0901.6 200mm diameter nr *** *** *** Check valves; cast iron BC0901.7 80mm diameter nr *** *** *** BC0901.8 200mm diameter nr *** *** *** Single air valves; cast iron BC0901.9 200mm diameter nr *** *** *** Aeration system BC0901.10 Design, supply and install the aeration system for storage ponds; including all necessary accessories; as specified in Drawing No. LCC300/31/C07/101 sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/23 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) PLUMBING INSTALLATIONS Ductile iron pipes and fittings; B.S. 4772 Laying in trenches; flange joints BC0903.1 80mm diameter m *** *** *** BC0903.2 150mm diameter m *** *** *** BC0903.3 200mm diameter m *** *** *** Laying in trenches with concrete surround; flange joints BC0903.4 200mm diameter m *** *** *** Fixing to walls; flange joints BC0903.5 80mm diameter m *** *** *** BC0903.6 100mm diameter m *** *** *** BC0903.7 150mm diameter m *** *** *** BC0903.8 200mm diameter m *** *** *** Supporting on floor; flange joints BC0903.9 80mm diameter m *** *** *** BC0903.10 100mm diameter m *** *** *** BC0903.11 150mm diameter m *** *** *** BC0903.12 200mm diameter m *** *** *** Extra over 80mm diameter pipe for BC0903.13 flanged bends nr *** *** *** BC0903.14 flanged tees nr *** *** *** BC0903.15 puddle flanges nr *** *** *** BC0903.16 blank flanges nr *** *** *** BC0903.17 flanged adopters hr *** *** *** BC0903.18 flanged spigot pipes hr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/24 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) PLUMBING INSTALLATIONS Ductile iron pipes and fittings; B.S. 4772 (Cont'd) Extra over 100mm diameter pipe for BC0903.19 flanged bends nr *** *** *** BC0903.20 flanged tees nr *** *** *** BC0903.21 puddle flanges nr *** *** *** BC0903.22 flanged adopters nr *** *** *** BC0903.23 flanged spigot pipes nr *** *** *** Extra over 150mm diameter pipe for BC0903.24 flanged bends nr *** *** *** BC0903.25 flanged tees nr *** *** *** BC0903.26 puddle flanges nr *** *** *** BC0903.27 flanged adopters nr *** *** *** BC0903.28 flanged spigot pipes nr *** *** *** Extra over 200mm diameter pipe for BC0903.29 flanged bends nr *** *** *** BC0903.30 flanged tees nr *** *** *** BC0903.31 puddle flanges nr *** *** *** BC0903.32 flanged adopters nr *** *** *** BC0903.33 flanged spigot pipes nr *** *** *** BC0903.34 bell mouth nr *** *** *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/25 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- BUILDING SERVICES FOR REED BEDS (CONT'D) PLUMBING INSTALLATIONS Sundries Spare parts and special tools BC1007.1 Provision of spare parts for the submersible pumps as specified in Appendix QQ to Particular Specification sum *** BC1007.2 Provision of portable sump pump as specified in Appendix QQ to Particular Specification nr *** *** *** Testing and commissioning BC1007.3 Provision of testing and commissioning as specified in Appendix QQ to Particular Specification sum *** Maintenance and operation BC1007.4 Maintenance and operation for the Reedbeds System during the Defects Liability Period as specified in Appendix QQ to Particular Specification sum *** Site Trial BC1007.5 Provision of Site Trial for Gravel Mix as specified in Appendix QQ to Particular Specification sum *** ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/26 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I14 : Reed Beds Lump Sum Item LSI14.1 I14.1 : Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ----------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSI14.1/27 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : External Works Lump Sum Breakdown I14: Reed Beds Lump Sum Item LSI14.1 I14.1: Reed Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSI14.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI14.1/28 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-301 Cost Centre I : External Works Lump Sum Breakdown I14: Reed Beds Lump Sum Item LSI14.1 I14.1: Reed Beds ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI14.1 : Reed Bed Page No. LSI14.1/1 *** Page No. LSI14.1/2 *** Page No. LSI14.1/3 *** Page No. LSI14.1/4 *** Page No. LSI14.1/5 *** Page No. LSI14.1/6 *** Page No. LSI14.1/7 *** Page No. LSI14.1/8 *** Page No. LSI14.1/9 *** Page No. LSI14.1/10 *** Page No. LSI14.1/11 *** Page No. LSI14.1/12 *** Page No. LSI14.1/13 *** Page No. LSI14.1/14 *** Page No. LSI14.1/15 *** Page No. LSI14.1/16 *** Page No. LSI14.1/17 *** Page No. LSI14.1/18 *** Page No. LSI14.1/19 *** Page No. LSI14.1/20 *** ---------------------------------------------------------------------- Carried Forward *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI14.1/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-301 Cost Centre I : External Works Lump Sum Breakdown I14: Reed Beds Lump Sum Item LSI14.1 I14.1: Reed Bed ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF LUMP SUM LSI14.1 : Reed Bed Brought Forward *** Page No. LSI14.1/21 *** Page No. LSI14.1/22 *** Page No. LSI14.1/23 *** Page No. LSI14.1/24 *** Page No. LSI14.1/25 *** Page No. LSI14.1/26 *** Page No. LSI14.1/27 *** Page No. LSI14.1/28 *** ---------------------------------------------------------------------- Total of Lump Sum Item LSI14.1 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI14.1/COL/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I15 : Gas Main Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------- MECHANICAL INSTALLATIONS BB1409 Design, supply and installation of the gas supply system together with all necessary builder's works in connection therewith in accordance with the requirements of the Hong Kong and China Gas Company Limited and Appendix M to the Particular Specification sum *** Sundries BB1909 Provision of testing and commissioning for the gas supply system sum *** ------------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSI15.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI15.1/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I15 : Gas Main Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSI15.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI15.1/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I15 : Gas Main Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------- Total of Lump Sum Item LSI15.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI15.1/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS Lump Sum Breakdown I15 : Gas Main Lump Sum Item LSI15.1 I15.1 : Gas Main ITEM DESCRIPTION AMOUNT HK$ ---------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSI15.1 : Gas Main Page No. LSI15.1/1 *** Page No. LSI15.1/2 *** Page No. LSI15.1/3 *** ---------------------------------------------------------------------- Total of Lump Sum Item LSI15.1 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1: 28 June 2002 LSI15.1/COL/1 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT SCHEDULE OF MILESTONES [STAMP] Rev.0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE A PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- A1 1. Submission of an initial version of the Works Programme (GS 29 November Clause G2.6(1)). 2002 2. Submission of initial Three Month Rolling Programme (GS Clause G2.7). 3. Submission of the Contractor's Bond, Parent Company Guarantee and Parent Company Undertaking (GCC Clause 14.1). 4. Submission of evidence to the satisfaction of the Engineer that Professional Indemnity Insurance has been effected (GCC Clause 33.1(f)) 5. Submission of design of Temporary Fill Delivery Facilities, together with the corresponding Independent Checking Engineer's certificate (PS Clause P3.7) 6. Submission of Project Quality Plan, Quality Manual, the quality system procedures/ associated system instructions / forms in accordance with the G20.2(2) 7. Submission of EM&A Manual (GS Clause G8.1(10) and PS Clause P27.3) 8. Submission of detailed particulars of the appointed Traffic Consultant and his nominated Traffic Engineer (GS Clause G5.3(2)) 9. Submission of final Environmental Management Plan (EMP) (GS Clause G8.1(2)) 10. Completion of the signboard (GS Clause G15.4) 11. Provision of transport for the Engineer (GS Clause G15.8(1) and PS Clause P25.5) 12. Submission of the Contractor's Staff Organization Plan and Superintendence Details (GS Clause 3.1(2), 3.2 and 3.3(4)) 13. Completion of Hoarding (GS Clause G15.4 and PS Clause P3.5) 14. Completion of Engineer's Temporary Site Office Compound and associated access road.
[STAMP] Rev.2: 28 October 2002 SM/1 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE A PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- A1 15. Apply and obtain Contractor's Environmental Permit (PS Clause P27.2) 16. Liaise with and obtain consent and approval from HKPF, ASD, EMSD and Relevant Authorities for the provision of the temporary Boundary Security Fences and re-provision of the permanent Boundary Security Fences A2 1. Submission of Safety and Health Manual and Safety and Health 27 December Plan (GS Clause G4.5.01(1)) 2002 2. Submission of a detailed programme for production and submission of method statements (GS Clause G4.5.05(3)) 3. Obtain the Engineer's notice of no objection to Quality Manual, Project Quality Plan and Quality System Procedures/ associated system instructions/ forms 4. Submission of System Safety Programme Plan (GS Appendix AG1.2 Clause 5.2) 5. Submission of Interface Management Plan for Project Contractors (GS Clause G9.5(2)) 6. Submission of System Assurance Validation Plan (PS Clause P39.1(2)) 7. Submission of full version of Works Programme (GS Clause G2.2(2)) A3 1. Obtain the Engineer's notice of no objection to the Safety 31 January 2003 and Health Manual and Safety and Health Plan 2. Obtain the approval by the Environmental Protection Department of the Contractor's EM&A Manual 3. Completion of the construction of the Temporary Fill Delivery Facilities by marine transport to and off the filling areas 4. Obtain all necessary approvals, consents and permits for the commencement of delivery of filling materials and sand filling works 5. Completion of initial land survey and precondition survey (PS Clause P3.1 and P3.2)
[STAMP] Rev.2: 28 October 2002 SM/2 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE A PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- A4 1. Obtain the Engineer's confirmation of effective 28 February 2003 implementation of programming, Systems Assurance, Quality and Environmental Management Systems 2. Completion of the Engineer's Site Office compound and associated access road A5 Successfully complete a safety audit to the safety performance 30 May 2003 standard as described in the GS G4, Health & Safety, Section 4.6.03 (GS Clause G4.6.03) A6 1. Obtain the Engineer's confirmation of effective 29 August 2003 implementation of programming, Systems Assurance, Quality and Environmental Management Systems 2. Complete Site formation including surcharge in Zone 4. A7 Successfully complete a safety audit to the safety performance 28 November standard as described in the GS G4, Health & Safety, Section 2003 4.6.03 (GS Clause G4.6.03) A8 1. Obtain the Engineer's confirmation of effective 27 February 2004 implementation of programming, Systems Assurance, Quality and Environmental Management Systems A9 Successfully complete a safety audit to the safety performance 28 May 2004 standard as described in the GS G4, Health & Safety, Section 4.6.03 (GS Clause G4.6.03)
[STAMP] Rev.2: 28 October 2002 SM/3 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE A PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- A10 1. Obtaining the Engineer's confirmation of effective 31 August 2004 implementation of programming, Systems Assurance, Quality and Environmental Management Systems 2. Complete the foundation and piers up to abutments level at the LMC Terminus east end for receiving the viaducts to be constructed by the LCC-202 contractor A11 Successfully complete a safety audit to the safety performance 26 November standard as described in the GS G4, Health & Safety, Section 2004 4.6.03 (GS Clause G4.6.03) A12 1. Obtaining the Engineer's confirmation of effective 28 February 2005 implementation of programming, Systems Assurance, Quality and Environmental Management Systems 2. Achieve Category 6 Degree 1 Completion for the station track area and Category 1 Degree 1 Completion for the overrun track A13 Successfully complete a safety audit to the safety performance 27 May 2005 standard as described in the GS G4, Health & Safety, Section 4.6.03 (GS Clause G4.6.03) A14 Obtain the Engineer's confirmation of effective implementation of 26 August 2005 programming, Systems Assurance, Quality and Environmental Management Systems A15 Successfully complete a safety audit to the safety performance 25 November standard as described in the GS G4, Health & Safety, Section 2005 4.6.03 (GS Clause G4.6.03)
[STAMP] Rev.2: 28 October 2002 SM/4 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE A PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- A16 1. Obtaining the Engineer's confirmation of effective 28 February 2006 implementation of programming, Systems Assurance, Quality and Environmental Management Systems 2. Achieve energisation of the LV system and provide permanent electricity power supply to all rooms and areas of the Terminus and ancillary buildings to Project Contractors 3. Submit draft version O&M Manual in accordance with GS Clause G28 A17 1. Successfully complete a safety audit to the safety 26 May 2006 performance standard as described in the GS G4, Health & Safety, Section 4.6.03 (GS Clause G4.6.03) 2. Submit final version of the O&M Manual in accordance with GS Clause G28 3. Complete preparation and submit as-built drawings A18 Obtain the Engineer's confirmation of effective implementation of 25 August 2006 programming, and Systems Assurance, Quality and Environmental Management Systems A19 1. Submit evidence to the Employer's satisfaction that 30 September professional indemnity insurance has been maintained and 2006 extended to cover a period of not less than six years from the date of issue of the Substantial Completion Certificate for the Works in accordance with the requirements of the GCC Clause 33.1(f) and that all premia have been paid. 2. Substantial Completion of the Works, inclusive of general and special attendance, but excluding maintenance work and work to be executed during the Defects Liability Period.
[STAMP] Rev.2: 28 October 2002 SM/5 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE B SITE CLEARANCE, INSTRUMENTATION AND MONITORING
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- B1 Complete all Site clearance and demolition works including 27 December felling of existing trees except those within Zones 1A and 1C 2002 B2 1. Complete all initial instrumentation installation in all 30 May 2003 Zones and submit formal initial readings taken 2. Complete Site clearance and demolition works including felling of existing trees within Zones 1A and 1C B3 Continue monitoring and reporting of instrumentation to the 28 November satisfaction of the Engineer 2003 B4 Continue monitoring and reporting of instrumentation to the 28 May 2004 satisfaction of the Engineer B5 Continue monitoring and reporting of instrumentation to the 26 November satisfaction of the Engineer 2004 B6 Continue monitoring and reporting of instrumentation to the 27 May 2005 satisfaction of the Engineer B7 Continue monitoring and reporting of instrumentation to the 25 November satisfaction of the Engineer 2005 B8 Continue monitoring and reporting of instrumentation to the 26 May 2006 satisfaction of the Engineer B9 Completion of all works in this Cost Centre 30 September 2006
[STAMP] Rev.2: 28 October 2002 SM/6 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE C TERMINUS BUILDING - EARTHWORKS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- C1 Complete all selected advance pre-drill holes including testing 27 December results for review of the Engineer. 2002 C2 Complete all ground investigation works in existing fish ponds 27 January 2003 except Zones 1A, 1B and 1C C3 1. Complete the filling up to +3mPD in Zones 2, 3 and 4 25 April 2003 2. Complete all ground investigation works in existing fish ponds (Zones 1A, 1B and 1C) C4 1. Complete trimming of existing bunds to fishponds 27 May 2003 2. Complete installation of all geosynthetic reinforcement 3. Complete all prefabricated vertical drains C5 1. Complete filling in Zone 2 13 June 2003 2. Complete filling to surcharge level in Zone 3 C6 Complete filling to surcharge level in Zones 5 and 5A 29 July 2003 C7 Complete filling to surcharge level in Zone 4 26 August 2003 C8 Complete removal of surcharge in Zone 3 17 March 2004 C9 Complete removal of surcharge in Zone 4 24 April 2004 C1O Complete removal of surcharge in Zone 5A 14 May 2004 C11 1. Complete removal of surcharge for Zone 5 30 July 2004 2. Complete trimming of fill from +3.5mPD to +2.5mPD for areas other than reedbeds in Zones 6 and 8 for LFCC007 Project Contractor C12 Complete all works in this Cost Centre 30 September 2006
Note: For the purpose of the Schedule of Milestones, completion of filling shall include filling up to the required levels as described on the Drawings. [STAMP] Rev.3: 28 October 2002 SM/7 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE D TERMINUS BUILDING - PILING
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- Da Complete 50% of the pre-drilling for piling works 28 March 2003 Db Complete 20 piles 23 May 2003 D1 Complete 25% of piling works in Zone 2 25 July 2003 D2 Complete 50% of piling works in Zones 2, 3 and 4 31 October 2003 D3 Complete 75% of piling works in Zones 2, 3 and 4 30 January 2004 D4 Complete all works in this Cost Centre 28 May 2004
Note: Completion of piling is calculated on the basis of the numbers of piles completed to cut-off level. [STAMP] Rev.2: 28 October 2002 SM/8 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE E TERMINUS BUILDING - STRUCTURE
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- Ea Complete 25% of pile caps 19 October 2003 Eb Complete 50% of pile caps 20 December 2003 E1 Complete substructures, including pile caps, tie beams, base 26 March 2004 slabs and underground drainage between grid lines M and Q E2 Complete structure from G/F to 1/F (inclusive) between grid lines 25 June 2004 M and Q E3 Complete the foundation and piers up to abutments level at the 31 August 2004 Terminus east end E4 1. Complete structures from 1/F to 2/F (inclusive), including 24 September track slab, between grid lines M and Q 2004 2. Complete substructures, including pile caps, tie beams, base slabs and underground drainage between grid lines A and M E5 1. Complete structures from 2/F to 3/F (inclusive) between grid 26 November lines M and Q 2004 2. Complete overrun track structure 3. Complete structure from G/F to 1/F (inclusive) between grid lines A and M E6 1. Achieve Category 6 Degree 1 completion for the station 28 February 2005 track area and Category 1 Degree 1 for the overrun track and provide access to Project Contractors 2. Complete structures between 1/F and 2/F (inclusive) between grid lines A and M E7 Complete structures from 3/F to Roof(inclusive) between grid 25 March 2005 lines M and Q E8 Complete structures from 2/F to Roof(inclusive) between grid 29 April 2005 lines A and M E9 Complete all roofing works including all associated testing and 29 July 2005 approvals E10 Achieve Category 1 Degree 4 Completion of track area 30 April 2006
[STAMP] Rev.2: 28 Oct 2002 SM/9 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE E TERMINUS BUILDING - STRUCTURE
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- E11 Complete all works, including testing and as-built drawings, 31 May 2006 necessary to achieve all statutory approvals E12 Complete all works in this Cost Centre 30 September 2006
[STAMP] Rev.2: 28 October 2002 SM/10 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE F TERMINUS BUILDING - ABWF
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- Fa Complete submission of ABWF subcontractors and suppliers 20 June 2003 F1 Complete submission of all technical data / information / 31 October 2003 samples to the satisfaction of the Engineer F2 Complete prototype of the external cladding system to the 30 January 2004 satisfaction of the Engineer F3 Complete submission of all construction drawings to the 26 March 2004 satisfaction of the Engineer F4 Achieve the following category and degree of completion and 1 June 2005 provide access to Project Contractors: . Complete all escalator zones (EZ) to Category 9 (C) Degree 2 and all escalator control rooms (ECR) to Category 9 (A) Degree 2 between grid lines M and Q . Complete all lift shafts (LS) to Category 9 (B) Degree 2 and lift machine rooms (LMR) to Category 9 (A) Degree 2 between grid lines M and Q F5 Achieve the following category and degree of completion and 2 July 2005 provide access to Project Contractors: . Complete all Railway System Rooms to Category 3 Degree 3 . Complete station concourse and platform areas to Category 4 Degree 2 F6 1. Achieve the following category and degree of completion and 1 August 2005 provide access to Project Contractors: . Complete all escalator zones (EZ) to Category 9 (C) Degree 2 and all escalator control rooms (ECR) to Category 9 (A) Degree 2 between grid lines A and M . Complete all lift shafts (LS) to Category 9 (B) Degree 2 and lift machine rooms (LMR) to Category 9 (A) Degree 2 between grid lines A and M 2. Complete ABWF works to external elevations such that the terminus building is weatherproof
[STAMP] Rev.2: 28 October 2002 SM/11 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE F TERMINUS BUILDING - ABWF
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- F7 1. Achieve Category 4 Degree 3 completion for fare collection 30 September area and provide access to Project Contractors 2005 2. Complete station rooms to Category 3 Degree 3 and provide access to Project Contractors F8 1. Complete installation of permanent door with ironmongery, 30 March 2006 sensors and connection cables for Electronic Access Control System as identified in the door schedule 2. Complete station rooms to Category 3 Degree 4 F9 Complete all works necessary to achieve all statutory approvals. 31 May 2006 F10 Completion of all works in this Cost Centre 30 September 2006
Note: Please refer PS Appendix B for the definition of Railway System Rooms and the Degree of Completion. [STAMP] Rev.2: 28 October 2002 SM/12 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE G TERMINUS BUILDING - ELECTRICAL AND MECHNICAL WORKS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- G1 Complete preparation and submission of all draft combined 17 May 2003 services drawings (CSD) and structural E&M (SEM) drawings for the Engineer's and Project Contractors' review G2 Complete submission of all technical data / information / samples 31 October 2003 relating to all E&M equipment / material to the satisfaction of the Engineer G3 Complete preparation and submission of all combined services 30 November drawings (CSD) and structural E&M (SEM) drawings, which include 2003 Project Contractors' comments, to the Engineer's satisfaction G4 Complete submission of all construction drawings for E&M 26 March 2004 installation to the satisfaction of the Engineer G5 Achieve the following category and degree of completion and 1 June 2005 provide access to Project Contractors: . Complete all escalator zones (EZ) to Category 9 (C) Degree 2 and all escalator control rooms (ECR) to Category 9 (A) Degree 2 between grid lines M and Q . Complete all lift shafts (LS) to Category 9 (B) Degree 2 and lift machine rooms (LMR) to Category 9 (A) Degree 2 between grid lines M and Q G6 Achieve the following category and degree of completion and 2 July 2005 provide access to Project Contractors: . Complete all Railway System Rooms to Category 3 Degree 3 . Complete station concourse and platform areas to Category 4 Degree 2
[STAMP] Rev.1: 28 June 2002 SM/13 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE G TERMINUS BUILDING - ELECTRICAL AND MECHNICAL WORKS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- G7 Achieve the following category and degree of completion and 1 August 2005 provide access to Project Contractors: . Complete all escalator zones (EZ) to Category 9 (C) Degree 2 and all escalator control rooms (ECR) to Category 9 (A) Degree 2 between grid lines A and M . Complete all lift shafts (LS) to Category 9 (B) Degree 2 and lift machine rooms (LMR) to Category 9 (A) Degree 2 between grid lines A and M G8 1. Achieve Category 4 Degree 3 completion for fare collection 30 September area and provide access to Project Contractors 2005 2. Complete station rooms to Category 3 Degree 3 and provide access to Project Contractors G9 1. Complete installation of permanent door with ironmongery, 30 March 2006 sensors and connection cables for Electronic Access Control System as identified in the door schedule 2. Complete station rooms to Category 3 Degree 4 G10 Complete all works necessary to achieve all statutory approvals 31 May 2006 G11 Completion of all other works in this Cost Centre 30 September 2006
Note: Please refer PS Appendix B for the definition of Railway System Rooms and the Degree of completion. [STAMP] Rev.2: 28 October 2002 SM/14 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE H EXTERNAL WORKS - EARTHWORKS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- Ha Complete excavation of top soil in Zones 1A, 1B, 1C, 6, 6A and 6C 9 April 2003 Hb Complete filling to +3.5mPD in Zones 1A, 1B, 1C, 6, 6A, and 6C 30 May 2003 H1 Complete prefabricated band drains and surcharge for reedbeds in 29 July 2003 Zones 1A, 1B, 1C, 6, 6A and 6C H2 Complete removal of surcharge for reedbeds in Zones 1A, 1B, 1C, 14 May 2004 6, 6A and 6C H3 Complete earthworks for roadworks in Zone 5 26 November 2004 H4 Complete earthworks for the diversion of Western Drainage Channel 25 March 2005 H5 1. Complete earthworks for roadworks in Zone 5A 14 May 2005 2. Complete earthworks in Zone 6B H6 1. Complete earthworks for hard and soft landscape works 30 June 2006 H7 Completion of all works in this Cost Centre 30 September 2006
[STAMP] Rev.3: 28 October 2002 SM/15 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE I EXTERNAL WORKS
IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------------------------------- I1 Complete construction of the pipe jacking section of the new 1.2m 31 January 2003 diameter drainage pipes (four numbers) I2 Complete temporary diversion of existing Western Drainage Channel 30 March 2003 I3 Complete 132kV cable diversion 27 February 2004 14 Complete the structure of the sewage treatment plant 30 July 2004 I5 1. Complete permanent diversion of existing Western Drainage 25 March 2005 Channel 2. Complete the structure of the Track Section Cabin I6 1. Complete all underground drainage in this Cost Centre 29 July 2005 2. Complete all reedbed requirements in this Cost Centre I7 Complete all works, including local testing and commissioning for 28 October 2005 the sewage treatment plant I8 Complete the Permanent Police Check Point 30 December 2005 I9 1. Complete 30% of the total number of trees to be planted in 28 April 2006 this Cost Centre 2. Complete 30% of the total area to be hydroseeded in this Cost Centre I10 1. Complete all roadworks and pavement in this Cost Centre 28 July 2006 2. Complete 70% of the total number of trees to be planted in this Cost Centre 3. Complete 70% of the total area to be hydroseeded in this Cost Centre I11 Complete of all works in this Cost Centre 30 September 2006
[STAMP] Rev.1: 28 June 2002 SM/16 Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT INTERIM PAYMENT SCHEDULE [STAMP] Rev. 0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D -------------------------------------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES --------------------------------------------------------------------------------------------------------------------------------- 1 Nov-02 *** A1 *** *** *** 2 Dec-02 *** A2 *** B1 *** C1 *** 3 Jan-03 *** A3 *** *** C2 *** 4 Feb-03 *** A4 *** *** *** 5 Mar-03 *** *** *** *** Da 6 Apr-03 *** *** *** C3 *** 7 May-03 *** A5 *** B2 *** C4 *** Db 8 Jun-03 *** *** *** C5 *** 9 Jul-03 *** *** *** C6 *** D1 10 Aug-03 *** A6 *** *** C7 *** 11 Sep-03 *** *** *** *** 12 Oct-03 *** *** *** *** D2 COST CENTRE E COST CENTRE F COST CENTRE G ---------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES ----------------------------------------------------------------------------------------------------- 1 Nov-02 *** *** *** 2 Dec-02 *** *** *** 3 Jan-03 *** *** *** 4 Feb-03 *** *** *** 5 Mar-03 *** *** *** 6 Apr-03 *** *** *** 7 May-03 *** *** *** G1 8 Jun-03 *** *** Fa *** 9 Jul-03 *** *** *** 10 Aug-03 *** *** *** 11 Sep-03 *** *** *** 12 Oct-03 *** Ea *** F1 *** G2
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/1 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D -------------------------------------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES --------------------------------------------------------------------------------------------------------------------------------- 13 Nov-03 *** A7 *** B3 *** *** 14 Dec-03 *** *** *** *** 15 Jan-04 *** *** *** *** D3 16 Feb-04 *** A8 *** *** *** 17 Mar-04 *** *** *** C8 *** 18 Apr-04 *** *** *** C9 *** 19 May-04 *** A9 *** B4 *** C10 *** D4 20 Jun-04 *** *** *** *** 21 Jul-04 *** *** *** C11 *** 22 Aug-04 *** A10 *** *** *** 23 Sept-04 *** *** *** *** 24 Oct-04 *** *** *** *** COST CENTRE E COST CENTRE F COST CENTRE G ---------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES ----------------------------------------------------------------------------------------------------- 13 Nov-03 *** *** *** G3 14 Dec-03 *** Eb *** *** 15 Jan-04 *** *** F2 *** 16 Feb-04 *** *** *** 17 Mar-04 *** E1 *** F3 *** G4 18 Apr-04 *** *** *** 19 May-04 *** *** *** 20 Jun-04 *** E2 *** *** 21 Jul-04 *** *** *** 22 Aug-04 *** E3 *** *** 23 Sept-04 *** E4 *** *** 24 Oct-04 *** *** ***
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/2 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D -------------------------------------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES --------------------------------------------------------------------------------------------------------------------------------- 25 Nov-04 *** A11 *** B5 *** *** 26 Dec-04 *** *** *** *** 27 Jan-05 *** *** *** *** 28 Feb-05 *** A12 *** *** *** 29 Mar-05 *** *** *** *** 30 Apr-05 *** *** *** *** 31 May-05 *** A13 *** B6 *** *** 32 Jun-05 *** *** *** *** 33 Jul-05 *** *** *** *** 34 Aug-05 *** A14 *** *** *** 35 Sept-05 *** *** *** *** 36 Oct-05 *** *** *** *** COST CENTRE E COST CENTRE F COST CENTRE G ---------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES ----------------------------------------------------------------------------------------------------- 25 Nov-04 *** E5 *** *** 26 Dec-04 *** *** *** 27 Jan-05 *** *** *** 28 Feb-05 *** E6 *** *** 29 Mar-05 *** E7 *** *** 30 Apr-05 *** E8 *** *** 31 May-05 *** *** *** 32 Jun-05 *** *** F4 *** G5 33 Jul-05 *** E9 *** F5 *** G6 34 Aug-05 *** *** F6 *** G7 35 Sept-05 *** *** F7 *** G8 36 Oct-05 *** *** ***
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/3 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D -------------------------------------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES --------------------------------------------------------------------------------------------------------------------------------- 37 Nov-05 *** A15 *** B7 *** *** 38 Dec-05 *** *** *** *** 39 Jan-06 *** *** *** *** 40 Feb-06 *** A16 *** *** *** 41 Mar-06 *** *** *** *** 42 Apr-06 *** *** *** *** 43 May-06 *** A17 *** B8 *** *** 44 Jun-06 *** *** *** *** 45 Jul-06 *** *** *** *** 46 Aug-06 *** A18 *** *** *** 47 Sept-06 *** A19 *** B9 *** C12 *** COST CENTRE E COST CENTRE F COST CENTRE G ---------------------------------------------------------------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES % MILESTONES ----------------------------------------------------------------------------------------------------- 37 Nov-05 *** *** *** 38 Dec-05 *** *** *** 39 Jan-06 *** *** *** 40 Feb-06 *** *** *** 41 Mar-06 *** *** F8 *** G9 42 Apr-06 *** E10 *** *** 43 May-06 *** E11 *** F9 *** G10 44 Jun-06 *** *** *** 45 Jul-06 *** *** *** 46 Aug-06 *** *** *** 47 Sept-06 *** E12 *** F10 *** G11
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/4 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE COST CENTRE H COST CENTRE I ------------------------------------------------ VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------------- 1 Nov-02 *** *** 2 Dec-02 *** *** 3 Jan-03 *** *** I1 4 Feb-03 *** *** 5 Mar-03 *** *** I2 6 Apr-03 *** Ha *** 7 May-03 *** Hb *** 8 Jun-03 *** *** 9 Jul-03 *** H1 *** 10 Aug-03 *** *** 11 Sep-03 *** *** 12 Oct-03 *** *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/5 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE COST CENTRE H COST CENTRE I ------------------------------------------------ VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------------- 13 Nov-03 *** *** 14 Dec-03 *** *** 15 Jan-04 *** *** 16 Feb-04 *** *** I3 17 Mar-04 *** *** 18 Apr-04 *** *** 19 May-04 *** H2 *** 20 Jun-03 *** *** 21 Jul-04 *** *** I4 22 Aug-04 *** *** 23 Sept-04 *** *** 24 Oct-04 *** *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/6 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE COST CENTRE H COST CENTRE I ------------------------------------------------ VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------------- 25 Nov-04 *** H3 *** 26 Dec-04 *** *** 27 Jan-05 *** *** 28 Feb-05 *** *** 29 Mar-05 *** H4 *** I5 30 Apr-05 *** *** 31 May-05 *** H5 *** 32 Jun-05 *** *** 33 Jul-05 *** *** I6 34 Aug-05 *** *** 35 Sept-05 *** *** 36 Oct-05 *** *** I7 *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/7 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE COST CENTRE H COST CENTRE I ------------------------------------------------ VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------------- 37 Nov-05 *** *** 38 Dec-05 *** *** I8 39 Jan-06 *** *** 40 Feb-06 *** *** 41 Mar-06 *** *** 42 Apr-06 *** *** I9 43 May-06 *** *** 44 Jun-06 *** H6 *** 45 Jul-06 *** *** I10 46 Aug-06 *** *** 47 Sept-06 *** H7 *** I11 *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.3: 28 October 2002 IPS/8 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission. [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 6 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT PRICING SCHEDULE APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT OPTION 1 TABLE OF CONTENTS a) Option 1 - Pricing Schedule - Cost Centre K(R) for EPIW - Earthworks and Piling - Cost Centre L for EPIW - Structure Lump Sum Breakdown - Cost Centre L for EPIW - Structure - Schedule of Milestones - Interim Payment Schedule [STAMP] Rev.0 : 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2- PRICING DOCUMENT INTERIM PAYMENT SCHEDULE APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT PRICING SCHEDULE COST CENTRES (OPTION 1) [STAMP] Rev.0 : 26 April 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for cuttings Topsoil E212 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E222 maximum depth 0.25-0.5 m m3 *** *** *** Rock E232 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E242 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Embankments E624 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** E625 imported sand fill m3 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries Trimming of filled surfaces E712 imported sand fill; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** Preparation of filled surfaces E722.1 material other than topsoil, rock or artificial hard material m2 *** *** *** E722.2 imported sand fill m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.1/2 Contract No. LCC-30C Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A)- Earthworks & Piling K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.1 : Roadworks and Hard Landscaping ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)1.1 : Roadworks and Hard Landscaping Page No. K(R)1.1/1 *** Page No. K(R)1.1/2 *** Page No. K(R)1-1/3 *** Page No. K(R)1.1/4 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.1/COL/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E413 maximum depth 0.5-1m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 maximum depth 0.5- 1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface 700 mm below existing ground level E423.2 maximum depth 0.5- 1 m m3 *** *** *** Rock E433 maximum depth 0.5-1m m3 *** *** *** Artificial hard material E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling General E632 imported topsoil m3 *** *** *** Filling ancillaries Trimming of filled surfaces E711 imported topsoil m2 *** *** *** E790 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)1.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.2 : Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)1.2 : Soft Landscaping Page No. K(R)l.2/l *** Page No. K(R)1.2/2 *** Page No. K(R)1.2/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.2/COL/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Topsoil E312 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface at level +1.225 mPD E322 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E325 maximum depth 2-5 m m3 *** *** *** Rock E335 maximum depth 2-5 m m3 *** *** *** Artificial hard material E345 maximum depth 2-5 m m3 *** *** *** General excavation Topsoil E411 maximum depth not exceeding 0.25 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E424 maximum depth 1-2 m m3 *** *** *** E425 maximum depth 2-5 m m3 *** *** *** Rock E434 maximum depth 1-2 m m3 *** *** *** E435 maximum depth 2-5 m m3 *** *** *** Artificial hard material E444 maximum depth 1-2 m m3 *** *** *** E445 maximum depth 2-5 m m3 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** General E634 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Thickness 450 mm; vertical E645 imported granular filter material m2 *** *** *** Depth 300 mm; inclined at an angle of 10 degrees - 45 degrees to the horizontal E647 rock fill grade 200 m2 *** *** *** Filling ancillaries Trimming of filled surfaces E712.1 material other than topsoil, rock or artificial hard material m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries(Cont'd) Trimming of filled surfaces(Cont'd) E712.2 material other than topsoil, rock or artificial hard material; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** E723 rock fill grade 200 m2 *** *** *** E790 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)1.3/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)1.3 : Culvert Construction at Chau Tau Tsuen Road Page No. K(R)1.3/1 *** Page No. K(R)1.3/2 *** Page No. K(R)1.3/3 *** Page No. K(R)1.3/4 *** Page No. K(R)1.3/5 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for cuttings Topsoil E213 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E225 maximum depth 2-5 m m3 *** *** *** Rock E235 maximum depth 2-5 m m3 *** *** *** Artificial hard material E243 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Trimming of excavated surfaces E512 material other than topsoil, rock or artificial hard material m2 *** *** *** Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 Topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** E790 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)1.4/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K{R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.4 : Pipe Pile Wall - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)1.4 : Pile Wall - Earthworks Page No. K(R)1.4/1 *** Page No. K(R)1.4/2 *** Page No. K(R)1.4/3 *** Page No. K(R)1.4/4 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** F230 Class: 35/20; concrete category B m3 *** *** *** Placing of mass concrete Toe walls; concrete category B F543 thickness 300-500 mm m3 *** *** *** Placing of reinforced concrete Skin walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** Capping beams; concrete category B F664 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Horizontal G312 width 0.1-0.2 m m *** *** *** G313 width 0.2-0.4 m m2 *** *** *** Vertical G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement. Deformed mild steel bars to CS2 1995 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G525 nominal size 25 mm t *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A)- Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------ -------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement(Cont'd) Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Concrete accessories Finishing of top surfaces G813.1 class U5 finishes m2 *** *** *** Finishing of top surfaces; sloping G813.2 class U5 finishes m2 *** *** *** Inserts G832 other inserts; unplasticized polyvinyl chloride pipe sleeves through reinforced concrete walls; 50 mm diameter x 400 mm long; projecting from two surfaces of the concrete; weep holes nr *** *** *** PILES Isolated steel piles; to BS 4360 high yield steel grade 55C Mass 154 kg/m; cross-sectional dimensions 406.4 mm diameter x 16 mm thick P751.1 number of piles 6.1 m long nr *** *** *** P751.2 number of piles 8.1 m long nr *** *** *** P751.3 number of piles 8.2 m long nr *** *** *** P751.4 number of piles 8.9 m long nr *** *** *** P751.5 number of piles 10.1 m long nr *** *** *** P751.6 number of piles 10.8 m long nr *** *** *** P752 depth driven m *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/2 Contract No. LCC-30O Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- PILING ANCILLARIES Isolated steel piles; to BS 4360 high yield steel grade 55C Filling hollow piles with cement grout complying with BS 12; 40 MPa grout strength Q535 mass 154 kg/m; cross- sectional dimensions 406.4 mm diameter x 16 mm thick m *** *** *** Cutting off surplus lengths Q575 mass 154 kg/m; cross- sectional dimensions 406.4 mm diameter x 16 mm thick m *** *** *** Preparing heads Q585 mass 154 kg/m; cross- sectional dimensions 406.4 mm diameter x 16 mm thick nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) screed AJ130 20mm thick; to receive granite stone facing m2 *** *** *** STONEWORK Walls and attached columns A0100 size 300 x 150 x 50 mm thick granite stone facing; laying in rectangular pattern; bedding in cement and sand (1:3); on screeds (measured separately) m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)1.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling K(R)1.5 : Pipe Pile Wall - Piling ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL K(R)1.5 : Pipe Pile Wall - Piling Page No. K(R)1.5/1 *** Page No. K(R)1.5/2 *** Page No. K(R)1.5/3 *** Page No. K(R)1.5/4 *** Page No. K(R)1.5/5 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1.5/COL/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)1 : Widening of Lok Ma Chau Rd (Area A) - Earthworks & Piling ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL K(R)1 : Widening of Lok Ma Chau Rd (Area A)- Earthworks & Piling Page No. K(R)1.1/COL/1 - Roadworks and Hard Landscaping *** Page No. K(R)1.2/COL/1 - Soft Landscaping *** Page No. K(R)1.3/COL/1 - Culvert Construction at Chau Tau Tsuen Road *** Page No. K(R)1.4/COL/1 - Pipe Pile Wall - Earthworks *** Page No. K(R)1.5/COL/1 - Pipe Pile Wall - Piling *** -------------------------------------------------------------------------------- To Summary of Cost Centre K(R) *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for cuttings Topsoil E212 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E222 maximum depth 0.25-0.5 m m3 *** *** *** Rock E232 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E242 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Embankments E625 imported sand fill m3 *** *** *** Filling ancillaries Trimming of filled surfaces E712 imported sand fill inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** Preparation of filled surfaces E722 imported sand fill m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.1/2 Contract No. LCC-30C Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.1 : Roadworks and Hard Landscaping ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R) 2.1 : Roadworks and Hard Landscaping Page No. K(R)2.1/1 *** Page No. K(R)2.l/2 *** Page No. K(R)2.1/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E413 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface 700 mm below existing ground level E423.2 maximum depth 0.5-1 m m3 *** *** *** Rock E433 maximum depth 0.5-1 m m3 *** *** *** Artificial hard material E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling General E632 imported topsoil m3 *** *** *** Filling ancillaries Trimming of filled surfaces E711 imported topsoil m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.2 : Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)2.2 : Soft Landscaping Page No. K(R)2.2/1 *** Page No. K(R)2.2/2 *** Page No. K(R)2.2/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Topsoil E312 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface 1700 mm below existing ground level E322 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E324 maximum depth 1-2 m m3 *** *** *** Rock E334 maximum depth 1-2 m m3 *** *** *** Artificial hard material E342 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Trimming of filled surfaces E712 material other than topsoil, rock or artificial hard material m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.3 : Retaining Wall RW1 ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)2.3 : Retaining Wall RW1 Page No. K(R)2.3/1 *** Page No. K(R)2.3/2 *** Page No. K(R)2.3/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.4 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E412 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E422 maximum depth 0.25-0.5 m m3 *** *** *** Rock E432 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E442 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Embankments E624 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 K(R)2.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.4 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.4 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)2.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks K(R)2.4 : Extension of Concrete Lining for Ha Wan Channel ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)2.4 : Extension of Concrete Lining for Ha Wan Channel Page No. K(R)2.4/1 *** Page No. K(R)2.4/2 *** Page No. K(R)2.4/3 *** -------------------------------------------------------------------------------- To Collection of Activity Bill K(R)2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL K(R)2 : Widening of Existing Access Road (Area B) - Earthworks Page No. K(R)2.1/COL/1 - Roadworks and Hard Landscaping *** Page No. K(R)2.2/COL/1 - Soft Landscaping *** Page No. K(R)2.3/COL/1 - Retaining Wall RW1 *** Page No. K(R)2.4/COL/1 - Extension of Concrete Lining for Ha Wan Channel *** -------------------------------------------------------------------------------- To Summary of Cost Centre K(R) *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for cuttings Topsoil E212 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E222 maximum depth 0.25-0.5 m m3 *** *** *** Rock E232 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E242 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Embankments E625 imported sand fill m3 *** *** *** Filling ancillaries Trimming of filled surfaces E712 imported sand fill inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** Preparation of filled surfaces E722 imported sand fill m2 *** *** *** -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.1 : Roadworks and Hard Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)3.1 : Roadworks and Hard Landscaping Page No. K(R)3.1/1 *** Page No. K(R)3.1/2 *** Page No. K(R)3.1/3 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E413 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface 700 mm below existing ground level E423.2 maximum depth 0.5-1 m m3 *** *** *** Rock E433 maximum depth 0.5-1 m m3 *** *** *** Artificial hard material E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling General E632 imported topsoil m3 *** *** *** Filling ancillaries Trimming of filled surfaces E711 imported topsoil m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.2 : Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)3.2 : Soft Landscaping Page No. K(R)3.2/1 *** Page No. K(R)3.2/2 *** Page No. K(R)3.2/3 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GROUND INVESTIGATION Rotary drilled boreholes; by rig; with washboring to rockhead; in NX size B310 Numbers nr *** *** *** Depth without core recovery B335 in holes of maximum depth 30-40m m *** *** *** Depth with core recovery B345 in holes of maximum depth 30-40m m *** *** *** B350 Depth cased m *** *** *** B360 Depth backfilled; with cement grout m *** *** *** B370 Core boxes; length of core 4000 mm nr *** *** *** Instrumental Observations Deformation monitoring point; Type 2; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.1 Installations nr *** *** *** B694.1 Monitoring visit *** *** *** B695.1 Reporting nr *** *** *** Deformation monitoring point; Type 3; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.2 Installations nr *** *** *** B694.2 Monitoring visit *** *** *** B695.2 Reporting nr *** *** *** Laboratory test; to core samples Rock strength B771 unconfined compressive strength of core samples; sample size NX height 300 mm nr *** *** *** B775 point load strength of core Samples; sample size NX height 300 mm nr *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 K(R)3.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K{R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material E325 maximum depth 2-5 m m3 *** *** *** Rock E335 maximum depth 2-5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 Rock m3 *** *** *** Filling To structures; abutments E615 imported fill; compacted in layers maximum 300 mm thick; north and south abutment in approved sequence m3 *** *** *** E619 Hessian bags filled with 0.3 m2 of 20 mm aggregate nr *** *** *** Thickness 350 mm; vertical E648 no-fine concrete drainage layer m2 *** *** *** Filling ancillaries Preparation of filled surfaces E722 imported compacted fill m2 *** *** *** Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) E790.1 vertical m2 *** *** *** E790.2 inclined at an angle of 10 degrees to 45 degrees to the horizontal m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.3/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Porous concrete sub-soil drain Nominal bore; 225 mm I228 in trenches depth 5 m m *** *** *** PILES Bored cast in place concrete piles; class 40/20 design mix; concrete category C; including access tubes for sonic testing and coring fully enclosed within the concrete; piling to structure Commencing Surface at +4.00 mpd Diameter; 1200 mm P161 number of piles nr *** *** *** P162 concreted length m *** *** *** P163 depth bored maximum depth 37 m m *** *** *** PILING ANCILLARIES Cast in place concrete piles Boring through rock Q126 diameter; 1200 m m *** *** *** Backfilling empty bore with no fines concrete or cement sand mix as approved by the Engineer Q136 diameter; 1200 m m *** *** *** Permanent casings each length exceeding 13 m; corrugated 5 mm thick Grade 43 steel lining Q156 diameter; 1200 m m *** *** *** Cutting off surplus lengths Q176 diameter; 1200 m m *** *** *** Preparing heads Q186 diameter; 1200 m nr *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.3/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- PILING ANCILLARIES Cast in place concrete piles Reinforcement; deformed high yield steel bars to CS2:1995 Q211 straight bars nominal size not exceeding 25 m t *** *** *** Q212 straight bars nominal size exceeding 25 m t *** *** *** Q213.1 helical bars nominal size 12 mm t *** *** *** Q213.2 helical bars nominal size 16 mm t *** *** *** Pile tests; bored piles Non-destructive integrity Q840 sonic coring tests on piles nr *** *** *** Number of cast in place concrete piles cored Q860.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 nr *** *** *** Q860.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 nr *** *** *** Coring of cast in place concrete piles Q870.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 m *** *** *** Q870.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 m *** *** *** Core boxes; 4000mm long core Q880.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 nr *** *** *** Q880.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 nr *** *** *** Maintain loading with various reactions Q814 Test load; 300-400t nr *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.3/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.3 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)3.3 : Ha Wan Channel Bridge, Abutments and Piling Page No. K(R)3.3/1 *** Page No. K(R)3.3/2 *** Page No. K(R)3.3/3 *** Page No. K(R)3.3/4 *** Page No. K(R)3.3/5 *** Page No. K(R)3.3/6 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.4 : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GEOTECHNICAL AND OTHER SPECIALIST PROCESSES Band drains; prefabricated, continuously extruded material, comprising a core and a filter Number of drains C811 cross-sectional dimension not exceeding 100 mm nr *** *** *** Depth of overlying material C831 cross-sectional dimension not exceeding 100 mm m *** *** *** Depth of drains maximum depth not exceeding 10 m C841 cross-sectional dimension not exceeding 100 mm m *** *** *** Depth of drains maximum depth 10-15 m C851 cross-sectional dimension not exceeding 100 mm m *** *** *** EARTHWORKS General excavation at existing ponds sand fill E425 maximum depth 2-5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 sand fill m2 *** *** *** Disposal of excavated material E532 sand fill m3 *** *** *** Filling; to existing ponds Embankments E625 imported sand fill m3 *** *** *** E627 imported grade 400 rock m3 *** *** *** Depth 500mm; inclined at an angle of 10 degrees - 45 degrees to the horizontal E647 rock fill grade 200 m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.4/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.4 : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Surcharge to the EVA General E659 Loading 25KPa by material approved by the Engineer m2 *** *** *** Filling ancillaries Trimming of filled surfaces E712 imported sand fill m2 *** *** *** E713.1 rock fill grade 200; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** E713.2 rock fill grade 400; inclined at an angle of 10 degrees - 45 degrees to the horizontal m2 *** *** *** E790 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.4/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.4 : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.4 : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C)- Earthworks K(R)3.4 : Surcharge and Vertical Drains ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)3.4 : Surcharge and Vertical Drains Page No. K(R)3.4/1 *** Page No. K(R)3.4/2 *** Page No. K(R)3.4/3 *** Page No. K(R)3.4/4 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)3.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GROUND INVESTIGATION Rotary drilled boreholes; by rig; with washboring to rockhead; NX size B310 Numbers nr *** *** *** Depth without core recovery B335 in holes of maximum depth 30-40m m *** *** *** Depth with core recovery B345 in holes of maximum depth 30-40m m *** *** *** B350 Depth cased m *** *** *** B360 Depth backfilled; with cement grout m *** *** *** B370 Core boxes; length of core 4000 mm nr *** *** *** Laboratory tests; to core samples Rock strength B771 unconfined compressive strength of core samples; sample size NX height 300 mm nr *** *** *** B775 point load strength of core samples; sample size NX height 300 mm nr *** *** *** EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material E325 maximum depth 2-5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E532 material other than topsoil, rock or artificial hard material m3 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Filling To structures; abutments E615 imported fill; compacted in layers maximum 300 mm thick; north and south abutment in approved sequence m3 *** *** *** E619 Hessian bags filled with 0.3 m2 of 20 mm aggregate nr *** *** *** Thickness 350 mm; vertical E648 no-fine concrete drainage layer m2 *** *** *** Filling ancillaries Preparation of filled surfaces E722 imported compacted fill m2 *** *** *** Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) E790.1 vertical m2 *** *** *** E790.2 inclined at an angle of 10 degrees to 45 degrees to the horizontal m2 *** *** *** PIPEWORK - PIPES Porous concrete sub-soil drain Nominal bore; 225 mm I228 in trenches depth 2 m m *** *** *** PILES Bored cast in place concrete piles; class 40/20 design mix; concrete category C; including access tubes for sonic testing and coring fully enclosed within the concrete; piling to structure Commencing Surface at +4.00 mpd Diameter; 1200 mm P161 number of piles nr *** *** *** P162 concreted length m *** *** *** P163 depth bored maximum depth 37 m m *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- PILING ANCILLARIES Cast in place concrete piles Boring through rock Q126 diameter; 1200 m m *** *** *** Backfilling empty bore with no fines concrete or cement sand mix as approved by the Engineer Q136 diameter; 1200 m m *** *** *** Permanent casings each length exceeding 13 m; corrugated 5 mm thick Grade 43 steel lining Q156 diameter; 1200 m m *** *** *** Cutting off surplus lengths Q176 diameter; 1200 m m *** *** *** Preparing heads Q186 diameter; 1200 m nr *** *** *** Cast in place concrete piles Reinforcement; deformed high yield steel bars to CS2:1995 Q211 straight bars nominal size not exceeding 25 m t *** *** *** Q212 straight bars nominal size exceeding 25 m t *** *** *** Q213.1 helical bars nominal size 12 mm t *** *** *** Q213.2 helical bars nominal size 16 mm t *** *** *** Pile tests; bored piles Non-destructive integrity Q840 sonic coring tests on piles nr *** *** *** Number of cast in place concrete piles cored Q860.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 nr *** *** *** Q860.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 nr *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- PILING ANCILLARIES Pile tests; bored piles(Cont'd) Coring of cast in place concrete piles Q870.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 m *** *** *** Q870.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 m *** *** *** Core boxes; 4000mm long core Q880.1 150 mm diameter; interface core; as KCRC Standard Specification section 33.19 nr *** *** *** Q880.2 150 mm diameter; full core; as KCRC Standard Specification section 33.19 nr *** *** *** Q817 Test load : 800 - 1000 t nr *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)3.5 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/6 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks K(R)3.5 : Retaining Structure & Piling at CH 1490 ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)3.5 : Retaining Structure & Piling at CH 1490 Page No. K(R)3.5/1 *** Page No. K(R)3.5/2 *** Page No. K(R)3.5/3 *** Page No. K(R)3.5/4 *** Page No. K(R)3.5/5 *** Page No. K(R)3.5/6 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)3 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3.5/COL/1 Contract No. LCC-300 Addendum No.1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL K(R)3 : Construction of Access Road (Area C) - Earthworks page No. K(R)3.1/COL/1 - Roadworks and Hard Landscaping *** Page No. K(R)3.2/COL/1 - Soft Landscaping *** Page No. K(R)3.3/COL/1 - Ha Wan Channel Bridge, Abutments and Piling *** Page No. K(R) 3.4/COL/1 - Surcharge and Vertical Drains *** Page No. K(R) 3.5/COL/1 - Retaining Structure & Piling at CH 1490 *** ------------------------------------------------------------------------------ To Summary of Cost Centre K(R) *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)3/COL/1 Contract No. LCC-300 Addendum No. 1 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for cuttings Topsoil E212 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E222 maximum depth 0.25-0.5 m m3 *** *** *** Rock E232 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E242 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Embankments E624 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** E625 imported sand fill m3 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries Trimming of filled surfaces E712 imported sand fill m2 *** *** *** Preparation of filled surfaces E722.1 material other than topsoil, rock or artificial hard material m2 *** *** *** E722.2 imported sand fill m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.1 : Roadworks and Hard Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)4.1 : Roadworks and Hard Landscaping Page No. K(R)4.1/1 *** Page No. K(R)4.1/2 *** Page No. K(R)4.1/3 *** Page No. K{R)4.1/4 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)4 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E413 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E423.1 maximum depth 0.5-1 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface 700 mm below existing ground level E423.2 maximum depth 0.5-1 m m3 *** *** *** Rock E433 maximum depth 0.5-1 m m3 *** *** *** Artificial hard material E443 maximum depth 0.5-1 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling General E632 imported topsoil m3 *** *** *** Filling ancillaries Trimming of filled surfaces E711 imported topsoil m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)4.2/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.2 : Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)4.2 : Soft Landscaping Page No. K(R)4.2/1 *** Page No. K(R)4.2/2 *** Page No. K(R)4.2/3 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)4 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- Not Used ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.3 N/A ------------
[STAMP] Rev.1 : 28 June 2002 K(R)4.3/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- Not Used ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.3 N/A ------------
[STAMP] Rev.1 : 28 June 2002 K(R)4.3/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- Not Used ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.3 N/A ------------
[STAMP] Rev.1 : 28 June 2002 K(R)4.3/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- Not Used ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.3 N/A ------------
[STAMP] Rev.1 : 28 June 2002 K(R)4.3/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R): EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.3: Not Used ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)4.3 Not Used Page No. K(R)4.3/1 N/A Page No. K(R)4.3/2 N/A Page No. K(R)4.3/3 N/A page No. K(R)4.3/4 N/A ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)4 N/A ----------- [STAMP] Rev.1 : 28 June 2002 K(R)4.3/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS General excavation Topsoil E411 maximum depth not exceeding 0.25 m m3 *** *** *** Material other than topsoil, rock or artificial hard material E425 maximum depth 2-5 m m3 *** *** *** Rock E435 maximum depth 2-5 m m3 *** *** *** Artificial hard material E443 maximum depth 2-5 m m3 *** *** *** Excavation ancillaries Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling Depth 500 mm; inclined at an angle of 10 degrees - 45 degrees to the horizontal E647 rock fill grade 200 m2 *** *** *** Filling ancillaries Preparation of filled surfaces E723 rock fill grade 200 m2 *** *** *** E790.1 Geosynthetic reinforcement; tensile strength of 200kN/m (minimum) m2 *** *** *** Approved geosynthetic drainage material E790.2 vertical m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 K(R)4.4/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)4.4 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks K(R)4.4 : Ha Wan Channel Culvert Extension ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)4.4 : Ha Wan Channel Culvert Extension Page No. K(R)4.4/1 *** Page No. K(R)4.4/2 *** Page No. K(R)4.4/3 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)4 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)4.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks Page No. K(R)4.1/COL/1 - Roadworks and Hard Landscaping *** Page No. K(R)4.2/COL/1 - Soft Landscaping *** Page No. K(R)4.3/COL/1 - Not Used N/A Page No. K(R)4.4/COL/1 - Ha Wan Channel Culvert Extension *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R) *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.1 : 28 June 2002 K(R)4/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Excavation for foundations Material other than topsoil, rock or artificial hard material; Commencing Surface at reduced level +5.15 mPD E324 maximum depth 1-2 m m3 *** *** *** E325 maximum depth 2-5 m m3 *** *** *** Rock; Commencing Surface at reduced level +5.15 mPD E334 maximum depth 1-2 m m3 *** *** *** Artificial hard material E344 maximum depth 1-2 m m3 *** *** *** General excavation Topsoil E412 maximum depth 0.25-0.5 m m3 *** *** *** Material other than topsoil, rock or artificial hard material; Commencing Surface at final formation level +5.5 mPD E422 maximum depth 0.25-0.5 m m3 *** *** *** Rock; Commencing Surface at final formation level +5.5m mPD E432 maximum depth 0.25-0.5 m m3 *** *** *** Artificial hard material E442 maximum depth 0.25-0.5 m m3 *** *** *** Excavation ancillaries Preparation of excavated surfaces E522 material other than topsoil, rock or artificial hard material m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)5.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 K(R)5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- EARTHWORKS Excavation ancillaries (Cont'd) Disposal of excavated material E531 topsoil m3 *** *** *** E532 material other than topsoil, rock or artificial hard material m3 *** *** *** E533 rock m3 *** *** *** E534 artificial hard material m3 *** *** *** Filling To structures E614 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** General E634 selected excavated material other than topsoil, rock or artificial hard material m3 *** *** *** Filling ancillaries Preparation of filled surfaces E722 material other than topsoil, rock or artificial hard material m2 *** *** *** ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)5.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)5.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ----------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ----------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)5.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)5.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks K(R)5.1 : Link Bridge ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF REMEASUREMENT ITEM K(R)5.1 : Link Bridge Page No. K(R)5.1/1 *** Page No. K(R)5.1/2 *** Page No. K(R)5.1/3 *** Page No. K(R)5.1/4 *** ------------------------------------------------------------------------------ To Collection of Activity Bill K(R)5 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 26 April 2002 K(R)5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Pricing Schedule K(R)5 : Link Bridge - Earthworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF ACTIVITY BILL K(R)5 : Link Bridge - Earthworks Page No. K(R)5.1/COL/1 - Link Bridge Earthworks *** ------------------------------------------------------------------------------ To Summary of Cost Centre K(R) *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS Rotary drilled boreholes; by rig Number B310 NX size nr *** *** *** Depth without core recovery; NX size B334 In holes of maximum depth 20-3Om m *** *** *** Depth with core recovery; NX size B344 In holes of maximum depth 20-3Om m *** *** *** Depth cased B350 NX size m *** *** *** Depth backfilled with sand B360 NX size m *** *** *** B370 Core boxes, length of core 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 K(R)6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GROUND INVESTIGATIONS (CONT'D) Samples From boreholes B429.1 76mm diameter Piston samples nr *** *** *** B429.2 76mm diameter Mazier samples nr *** *** *** B429.3 U100 samples in alluvial sand and gravel nr *** *** *** Site tests and observations B513 Standard penetration tests with liner samples; in rotary drilled boreholes nr *** *** *** B519 Vane shear tests nr *** *** *** Instrumental Observations Deformation monitoring point; Type 2; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.1 Installations nr *** *** *** B694.1 Monitoring visit *** *** *** B695.1 Reporting nr *** *** *** Deformation monitoring point; Type 3; as Drawings no. LCC300/31/G30/002 and LCC300/31/S04/001 B691.2 Installations nr *** *** *** B694.2 Monitoring visit *** *** *** B695.2 Reporting nr *** *** *** Laboratory tests B771 Uniaxial compression testing of core sample in NX size and 1000mm in height nr *** *** *** B775 Point load strength of core samples in NX size nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 K(R)6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILES Preliminary piles Bored cast in place concrete piles: grade 40/20D reinforced in-situ concrete; concrete category C; including steel tubes for testing and coring fully enclosed within concrete; commencing at level +4.0mPD to +9.0mPD Diameter: 1800mm P191.1 Number of piles nr *** *** *** P192.1 Concreted length m *** *** *** P193.1 Depth bored maximum depth 20-25m m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES Preliminary piles Cast in place concrete piles Boring through rock Q129.1 Diameter: 1800mm m *** *** *** Permanent corrugated Grade 43 steel casings 5mm thick each length exceeding 13m Q159.1 Diameter: 1800mm m *** *** *** Cutting off surplus lengths; including removal of debonding materials Q179.1 diameter; 1800 mm m *** *** *** Preparing heads Q189.1 diameter; 1800 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Preliminary piles (Cont'd) Cast in place concrete piles Reinforcement; deformed high yield steel bars to CS2:1995 of Hong Kong; with a temporary debonding material by elliot pile breaking method for all reinforcement protruding above permanent cut-off level Q212.1 Straight bars, nominal size t *** *** *** exceeding 25mm Q213.1 Helical bar, nominal size 12mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Preliminary piles (Cont'd) Pile tests Maintain loading with various reactions Q819.1 Test load; 2,000-3,000t nr *** *** *** Non-destructive integrity Q840.1 Sonic test nr *** *** *** Q840.2 Weld test by ultrasonic examination nr *** *** *** Q840.3 Weld test by radiographic examination nr *** *** *** Q860.1 Number of cast in place concrete pile cored; full coring nr *** *** *** Q860.2 Number of cast in place concrete pile cored; pile/rock interface coring nr *** *** *** Q870.1 Coring of cast in place concrete piles; full coring m *** *** *** Q870.2 Coring of cast in place concrete piles; pile/rock interface coring m *** *** *** Q880.1 Core boxes, length of core 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILES Bored cast in place concrete piles; grade 40/20D reinforced in-situ concrete: concrete category C: including steel tubes for testing and coring fully enclosed within concrete; commencing at level +4.0mPD to +9.0mPD Diameter: 1800mm P191.2 Number of piles nr *** *** *** P192.2 Concreted length m *** *** *** P193.2 Depth bored maximum depth 20-25m m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES Cast in place concrete piles Boring through rock Q129.2 Diameter: 1800mm m *** *** *** Permanent corrugated Grade 43 steel casings 5mm thick each length exceeding 13m Q159.2 Diameter: 1800mm m *** *** *** Cutting off surplus lengths; including removal of debonding materials Q179.2 diameter; 1800 mm m *** *** *** Preparing heads Q189.2 diameter; 1800 mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Cast in place concrete piles Reinforcement; deformed high yield steel bars to CS2:1995 of Hong Kong; with a temporary debonding material by elliot pile breaking method for all reinforcement protruding above permanent cut-off level Q212.2 Straight bars, nominal size t *** *** *** exceeding 25mm Q213.2 Helical bar nominal size 12mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PILING ANCILLARIES (CONT'D) Pile tests Maintain loading with various reactions Q819.2 Test load; 2,000-3,000t nr *** *** *** Non-destructive integrity Q840.4 Sonic test nr *** *** *** Q840.5 Weld test by ultrasonic examination nr *** *** *** Q840.6 Weld test by radiographic examination nr *** *** *** Q860.3 Number of cast in place concrete pile cored; full coring nr *** *** *** Q860.4 Number of cast in place concrete pile cored; pile/rock interface coring nr *** *** *** Q870.3 Coring of cast in place concrete piles; full coring m *** *** *** Q870.4 Coring of cast in place concrete piles; pile/rock interface coring m *** *** *** Q880.2 Core boxes, length of core 1000mm nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rates of Columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- Method Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Remeasurement Item K(R)6.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge K(R)6.1 : Piling Works ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------- COLLECTION OF REMEASUREMENT ITEM K(R)6.1 : Piling Works Page No. K(R)6.1/1 *** Page No. K(R)6.1/2 *** Page No. K(R)6.1/3 *** Page No. K(R)6.1/4 *** Page No. K(R)6.1/5 *** Page No. K(R)6.1/6 *** Page No. K(R)6.1/7 *** Page No. K(R)6.1/8 *** Page No. K(R)6.1/9 *** Page No. K(R)6.1/10 *** Page No. K(R)6.1/11 *** Page No. K(R)6.1/12 *** -------------------------------------------------------------------------- To Collection of Activity Bill K(R)6 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - Earthwork and Piling(Option 1) Pricing Schedule K(R)6 : Piling to Link Bridge ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL K(R)6 : Piling to Link Bridge Page No. K(R)6.1/COL/1 *** -------------------------------------------------------------------------- To Summary of Cost Centre K(R) *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R)6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre K(R) : EPIW - EARTHWORKS AND PILING(OPTION 1) Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- Summary of Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1) Page K(R)1/COL/1 - Widening of Lok Ma Chau Road (Area A) - Earthworks & Piling *** K(R)2/COL/1 - Widening of Existing Access Road (Area B) - Earthworks *** K(R)3/COL/1 - Construction of Access Road (Area C) - Earthworks *** K(R)4/COL/1 - Widening of Boundary Patrol Road (Area D) - Earthworks *** K(R)5/COL/1 - Link Bridge - Earthworks *** K(R)6/COL/1 - Piling to Link Bridge *** -------------------------------------------------------------------------------- To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 K(R).SUM/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L1 : Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L1: WIDENING OF LOK MA CHAU ROAD (AREA A - Chainage 220m to Chainage 870m) (EPIW) (OPTION 1) LSL1.1 Roadworks sum *** LSL1.2 Underground Drainage sum *** LSL1.3 Hard and Soft Landscaping sum *** LSL1.4 Culvert Construction at Chau Tau Tsuen Road sum *** LSL1.5 BWIC with Services sum *** LSL1.6 Refuse Collection Point sum *** LSL1.7 Diversion of Drainage Utilities sum *** LSL1.8 Diversion of Utilities sum *** LSL1.9 Irrigation sum *** LSL1.10 Fire Hydrants sum *** LSL1.11 Diversion of Existing Telephone Utilities sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L1 : Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L1 : Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 a) SAVING/DEDUCTIONS FOR DUPLICATION OF WORKS AT THE INTERFACE OF AREA A AND EMPLOYERS COMMITMENTS TO ADJACENT LAND OWNERS AND TENANTS *** b) REDUCTION FOR VALUE ADDED PREMIUM FOR EXISTING MATERIALS UTILISED WITHIN THE WORKS *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 L1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L1 : Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L1 : Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1) Page No. L1/1 *** Page No. L1/2 *** Page No. L1/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L2: WIDENING OF EXISTING ROAD (AREA B - Chainage 870m to Chainage 1140m) (EPIW) (OPTION 1) LSL2.1 Roadworks sum *** LSL2.2 Underground Drainage sum *** LSL2.3 Hard and Soft Landscaping sum *** LSL2.4 Retaining Wall RW1 sum *** LSL2.5 Extension of Concrete Lining for Ha Wan Channel sum *** LSL2.6 Head Wall and Wing Wall for Culvert at Road Chainage 1000 sum *** LSL2.7 BWIC with Services sum *** LSL2.8 Irrigation sum *** LSL2.9 Diversion of Utilities sum *** LSL2.10 Fire Hydrants sum *** LSL2.11 Diversion of Existing Telephone Utilities sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1) Page No. L2/1 *** Page No. L2/2 *** Page No. L2/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L3: CONSTRUCTION OF ACCESS ROAD (AREA C - Chainage 1140m to Chainage 1990m) (EPIW) (OPTION 1) LSL3.1 Roadworks sum *** LSL3.2 Underground Drainage sum *** LSL3.3 Hard and Soft Landscaping sum *** LSL3.4 Ha Wan Channel Bridge & Abutments sum *** LSL3.5 BWIC with Services sum *** LSL3.6 Geotechnical Instrumentation and Monitoring sum *** LSL3.7 Diversion of Utilities sum *** LSL3.8 Irrigation sum *** LSL3.9 Fire Hydrants sum *** LSL3.10 Diversion of Existing Telephone Utilities sum *** LSL3.11 Retaining Structure at CH 1490 sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 L3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESML3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L3 : Construction of Access Road (Area C)(EPIW)(Option 1) Page No. L3/1 *** Page No. L3/2 *** Page No. L3/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L4: WIDENING OF BOUNDARY PATROL ROAD (AREA D - Chainage 1990m to Chainage 2125m and Chainage 2395m to Chainage 2695m) (EPIW)(OPTION 1) LSL4.1 Roadworks sum *** LSL4.2 Underground Drainage sum *** LSL4.3 Hard and Soft Landscaping sum *** LSL4.4 Ha Wan Channel Culvert Extension sum *** LSL4.5 BWIC with Services sum *** LSL4.6 Irrigation sum *** LSL4.7 Diversion of Utilities sum *** LSL4.8 Fire Hydrants sum *** LSL4.9 Diversion of Existing Telephone Utilities sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1) Page No. L4/1 *** Page No. L4/2 *** Page No. L4/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L5: LINK BRIDGE STRUCTURE (EPIW) (OPTION 1) LSL5.1 Substructure sum *** LSL5.2 Superstructure sum *** LSL5.3 ABWF sum *** LSL5.4 E&M Works sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L5 Link Bridge Structure (EPIW)(Option 1) Page No. L5/1 *** Page No. L5/2 *** Page No. L5/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L6; COUNTERS AND FIXED FITTING-OUT WORKS (EPIW) (OPTION 1) LSL6.1 Counters for Immigration and Custom and Excise (EPIW)(Option 1) sum *** LSL6.2 Fixed Fitting-out for Government Office and Accommodation (EPIW) (Option 1) sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1) Page No. L6/1 *** Page No. L6/2 *** Page No. L6/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- LUMP SUM ITEMS FOR ACTIVITY BILL L7: REPROVISION OF POLICE CHECK POINT (EPIW) (OPTION 1) LSL7.1 Reprovision of Police Check Point (EPIW)(Option 1) sum *** ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Pricing Schedule and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Activity Bill L7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF ACTIVITY BILL L7 : Reprovision of Police Check Point (EPIW)(Option 1) Page No. L7/1 *** Page No. L7/2 *** Page No. L7/3 *** -------------------------------------------------------------------------------- To Summary of Cost Centre L *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1) Pricing Schedule SUMMARY ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- Summary of Cost Centre L: EPIW - Structure (Option 1) Page Ll/COL/1 - Widening of Lok Ma Chau Road (Area A)(EPIW)(Option 1) *** L2/COL/1 - Widening of Existing Access Road (Area B)(EPIW)(Option 1) *** L3/COL/1 - Construction of Access Road (Area C)(EPIW)(Option 1) *** L4/COL/1 - Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1) *** L5/COL/1 - Link Bridge Structure (EPIW)(Option 1) *** L6/COL/1 - Counters and Fixed Fitting Out Works (EPIW)(Option 1) *** L7/COL/1 - Reprovision of Police Check Point (EPIW)(Option 1) *** -------------------------------------------------------------------------------- To Pricing Schedule Summary *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 L.SUM/1 Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission. [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 7 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LUMP SUM BREAKDOWNS (OPTION 1) Rev.0 : 26 April 2002 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220.1 Class: 20/20; concrete category B m3 *** *** *** F220.2 Class: 20/20; concrete category C m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F623 thickness 300-500 mm m3 *** *** *** Parapet walls; concrete category B F644 thickness exceeding 500 mm m3 *** *** *** Other concrete forms; steps stairs and landings; concrete category B F681 waist; not exceeding 150mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Sloping G323 width 0.2-0.4 m; to upper surfaces surfaces m2 *** *** *** G325 width 0.4-1.22 m; to upper surfaces m2 *** *** *** Vertical G343 width 0.2-0.4 m m2 *** *** *** G344.1 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW)(Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F5 Sloping G322 width 0.1-0.2 m m *** *** *** Vertical G342 width 0.1-0.2 m m *** *** *** G344.2 width 0.4-1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** MISCELLANEOUS METALWORK Mi1d steel solid to BS 4360; grade 43; hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140.1 exposed height 1000 mm m *** *** *** Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; fixed to and including 150 x 150 x 10 mm thick stainless steel base plate and 10mm diameter cast-in bolts; including bolts and all necessary accessories N140.2 exposed height 1000 mm m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW)(Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Galvanized iron; hot dip galvanized to BS 729 Railings; plain type; comprising 50mm diameter top and intermediate tubular rails and 50 mm diameter tubular standards with flanged ends at bottom; including all necessary accessories N140.3 exposed height 1000 mm m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R112 depth 30 - 60 mm m2 *** *** *** R114 depth 100 - 150 mm m2 *** *** *** R115 depth 150 - 200 mm m2 *** *** *** R116 depth 200 - 250 mm m2 *** *** *** Sub-bases, flexible road bases and surfacing Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30 - 60 mm; wearing course m2 *** *** *** R233.1 depth 60 - 100 mm; road base m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing(Cont'd) Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer (Cont'd) R233.2 depth 60 - 100 mm; base course m2 *** *** *** R234 depth 100 - 150 mm; road base m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** R612 straight or curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** Precast concrete drop kerbs of Highways Department types K5, K6, K7, K8 and K9; overall cross-section 125 mm wide x 200 mm average high R621 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL1.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS101(6) nr *** *** *** R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS102(6) nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS109 nr *** *** *** R811.4 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS115(6) nr *** *** *** R811.5 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS220(5) nr *** *** *** R811.6 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS223 nr *** *** *** R811.7 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS407(6) nr *** *** *** R811.8 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS410(9) nr *** *** *** R811.9 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS518 nr *** *** *** R811.10 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS604(7) nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6(Cont'd) R811.11 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS712(4) nr *** *** *** R811.12 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS737(4) nr *** *** *** R811.13 non-illuminated; relocation of existing road name plate nr *** *** *** R811.14 non-illuminated; relocation of existing street name signs nr *** *** *** R811.15 non-illuminated; relocation of existing directional sign nr *** *** *** R811.16 non-illuminated; relocation of existing traffic signs as TS220/TS712 nr *** *** *** R811.17 non-illuminated; relocation of existing traffic signs as TS430/TS806 nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823.1 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RL1023 nr *** *** *** R823.2 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RL1115 nr *** *** *** R823.3 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RL1141 nr *** *** *** R824.1 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1012 m *** *** *** R824.2 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1127 m *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1103 m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262(Cont'd) R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1104 m *** *** *** R825.4 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1106 m *** *** *** R825.5 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RL1107 m *** *** *** PAINTING Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** MISCELLANEOUS WORK Safety fences Untensioned corrugated beam barriers; hot-dip galvanized to BS 729; fixed to and including hot-dip galvanized steel Grade 43A posts with and including 310 x 310 x 950 mm deep concrete grade 20/20 footings at 2000 mm centres X181 exposed overall height 0.757 m m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.1 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.1 L1.1 : Roadworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.1 : Roadworks Page No. LSL1.1/1 *** Page No. LSL1.1/2 *** Page No. LSL1.1/3 *** Page No. LSL1.1/4 *** Page No. LSL1.1/5 *** Page No. LSL1.1/6 *** Page No. LSL1.1/7 *** Page No. LSL1.1/8 *** Page No. LSL1.1/9 *** Page No. LSL1.1/10 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.1 *** -------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Perforated concrete filter pipes; unreinforced to BS5911; spigot and socket or rebated joints Nominal bore; 150 mm I222.1 in trenches depth not exceeding 1.5 m; laid in French or rubble drains m *** *** *** Concrete pipes; Class L: unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 225 mm I222.2 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I222.3 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I223.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224.1 in trenches depth 2-2.5 m; gully connections m *** *** *** Concrete pipes; Class M; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 300 mm I223.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class M; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 (Cont'd) Nominal bore; 375 mm I232.1 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I233.1 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 450 mm I232.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I233.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 600 mm I234.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class L; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J221 nominal bore; 225 mm nr *** *** *** Straight specials; rocker pipes J281 nominal bore; 225 mm nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class M; unreinforced to BS 5911; Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 300 mm nr *** *** *** Junctions and branches; including forming perforations, trimming and haunching with concrete bandage; as Drawing nr. LCC300/31/C35/101(Cont'd) J223.1 nominal bore; 375 mm nr *** *** *** J223.2 nominal bore; 450 mm nr *** *** *** J223.3 nominal bore; 600 mm nr *** *** *** Straight specials; rocker pipes J282 nominal bore; 300 mm nr *** *** *** J283.1 nominal bore; 375 mm nr *** *** *** J283.2 nominal bore; 450 mm nr *** *** *** J283.3 nominal bore; 600 mm nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 K131 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1050 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1125 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.3 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1200 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.3 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K133.4 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Catch pits In situ concrete; chamber size 1000 x 1000 mm; as Drawing nr. LCC300/31/C35/101 K231 depth not exceeding 1.5 m; Type 1 precast concrete cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** *** Gullies K330.1 In situ concrete untrapped; removable cast iron grating and frame; as HyD Standard Drawing nr. H3109, H3117 and H3118; 225 mm outlet diameter nr *** *** *** K330.2 In situ concrete untrapped; removable cast iron grating, frame and overflow weir; as HyD Standard Drawing nr. H3109, H3117, H3118 and H3123; 225 mm outlet diameter nr *** *** *** French drains, rubble drains, ditches and trenches K410 Filling French and rubble drains with grade material; granular material m3 *** *** *** Rectangular section ditches lined; concrete grade 20/20; 150 mm thick to bottom and both sides with U-shaped invert; as Drawing nr. LCC300/31/C35/101 K451 cross-sectional area not exceeding 0.25 m2; waterway 300 mm wide m *** *** *** K452 cross-sectional area 0.25-0.5 m2; waterway 300 mm wide m *** *** *** Other pipework ancillaries Connections to existing live culverts; including forming and trimming perforations in existing structure, building in and haunching around pipes, sealing up and making good upon completion of work; as Drawing nr. LCC300/31/C35/103 K862 pipe bore 200-300 mm nr *** *** *** K863 pipe bore 300-600 mm nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B; 100 mm thick Imported granular material; type A L331 nominal bore not exceeding 150 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L332 nominal bore 200-300 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** Surrounds Mass concrete; grade 20/40 L542 nominal bore 200-300 mm; bed depth 150 mm; as HyD Standard Drawing nr. H3130 m *** *** *** MISCELLANEOUS METALWORK Other miscellaneous metalwork N990.1 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 300 mm wide m *** *** *** N990.2 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 300 x 200 mm high (overall) (approximate) nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.2 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.2 L1.2 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.2 : Underground Drainage Page No. LSL1.2/1 *** Page No. LSL1.2/2 *** Page No. LSL1.2/3 *** Page No. LSL1.2/4 *** Page No. LSL1.2/5 *** Page No. LSL1.2/6 *** Page No. LSL1.2/7 *** Page No. LSL1.2/8 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.2 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries E790 Geosynthetic reinforcement; surface erosion control geotextiles; tensile strength of 200kN/m (minimum) m2 *** *** *** Landscaping E820.1 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2 m2 *** *** *** E820.2 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2; inclined at an angle exceeding 10 degrees to the horizontal m2 *** *** *** E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** *** E850.2 Shrubs; Hibiscus rosa sinensis; size 600 x 500 mm; pot-grown nr *** *** *** E850.3 Shrubs; Hymenocallis americana; size 500 x 500 mm; pot-grown nr *** *** *** E850.4 Shrubs; Ixora javanica; size 500 x 500 mm; pot-grown nr *** *** *** E850.5 Shrubs; Ligustrum sinense; size 600 x 500 mm; pot-grown nr *** *** *** E850.6 Shrubs; Melastoma Candida; size 600 x 500 mm; pot-grown nr *** *** *** E850.7 Shrubs; Melastoma sanquineum; size 600 x 500 mm; pot-grown nr *** *** *** E850.8 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** *** E860.1 Trees; Aleurites moluccana; heavy standard size; root balled nr *** *** *** E860.2 Trees; Ficus microcarpa; heavy standard size; root balled nr *** *** *** E860.3 Trees; Melaleuca leucadendron; heavy standard size; root balled nr *** *** *** E860.4 Trees; Tristania conferta; heavy standard size; root balled nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL1.3/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class 20/20; concrete category B m3 *** *** *** Placing of mass concrete F580 Other concrete forms; tree rings; concrete category B m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Curved cylindrical to one radius in one plane; radius 1.15 m G352 width 0.1-0.2 m m *** *** *** MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing ?61 angle iron stakes; 50 x 50 x 3 mm; including approved ties and spacers m *** *** *** N199 U-pins for soil slope surface protection nr *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R113 depth 60-100 mm m2 *** *** *** Concrete pavements Other in situ concrete slabs; grade 30/20 R433 depth 60-100 mm m2 *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Kerbs, channels and edgings Precast concrete edging kerbs of Highways Dept. types E1, E2 and E3; 50 x 150 mm high R631 straight or curved to radius exceeding 12 m; including cement and sand (1:3) bedding, and concrete bed and haunch grade 20/20 m m *** *** *** PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.3 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.3 : Hard and Soft Landscaping Page No. LSL1.3/1 *** Page No. LSL1.3/2 *** page No. LSL1.3/3 *** Page No. LSL1.3/4 *** Page No. LSL1.3/5 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE Other structures Reinforced concrete; apron slabs; including cleaning to bright metal and painting exposed reinforcing bars D521.1 volume not exceeding 50 m3 sum *** *** *** Reinforced concrete; head walls and wing walls; including cleaning to bright metal and painting exposed reinforcing bars D521.2 volume not exceeding 50 m3 sum *** *** *** Reinforced concrete; channels; including cleaning to bright metal and painting exposed reinforcing bars D521.3 volume not exceeding 50 m3 sum *** *** *** Metal; railings along Chau Tau Tsuen Road D549 exposed height 1 m m *** *** *** IN SITU CONCRETE Provision of concrete designed mix F210 Class: No fines; concrete category B m3 *** *** *** F220.1 Class: 20/20; concrete category B m3 *** *** *** F220.2 Class: 20/20; concrete category C m3 *** *** *** F230 Class: 35/20; concrete category B m3 *** *** *** F240 Class: 40/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** Walls; concrete category B F542 thickness 150-300 mm m3 *** *** *** F580 Other concrete forms; filling; concrete category B m3 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Placing of mass concrete (Cont'd) F581 Other concrete forms; linings to channels; concrete category C m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F623 thickness 300-500 mm m3 *** *** *** Head walls and wing walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** Retaining walls; concrete category B F643 thickness 300-500 mm m3 *** *** *** F680.1 Other concrete forms; box culvert internal dimensions 3 x 1.5 m; wall thickness 400 mm and 702 mm; slab thickness 500 mm; concrete category B m3 *** *** *** F680.2 Other concrete forms; channels; slab and wall thickness 250 mm; concrete category B m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G343.1 width 0.2-0.4 m m2 *** *** *** G344.1 width 0.4-1.22 m m2 *** *** *** G345.1 width exceeding 1.22 m m2 *** *** *** Formwork finish: type F2 Sloping G324.1 width 0.4-1.22 m m2 *** *** *** Vertical G343.2 width 0.2-0.4 m m2 *** *** *** G344.2 width 0.4-1.22 m m2 *** *** *** G345.2 width exceeding 1.22 m m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Sloping G323 width 0.2-0.4 m m2 *** *** *** G324.2 width 0.4-1.22 m m2 *** *** *** Vertical G344.3 width 0.4-1.22 m m2 *** *** *** G345.3 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to CS2 1995 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** Joints Formed surface with filler; 25 mm thick compressible inorganic joint filler G641 average width not exceeding 0.5 m m2 *** *** *** Proprietary rubber waterstops; rearguard type G653 average width 200-300 mm m *** *** *** Sealed rebates or grooves G670 approved light grey polysulphide sealant 25 x 25 mm; with and including primer and self-adhesive bond breaking tape m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Joints (Cont'd) Dowels; 25 mm diameter galvanized mild steel bars G682 sleeved; 650 mm long; cast into one side of joint, other side with and including cast in preformed PVC tight fitting sleeve and compressible end filler; wrapped 2/3 length of dowel with Denso tape nr *** *** *** Concrete accessories Finishing of top surfaces G813.1 class U1 finishes m2 *** *** *** G813.2 class U5 finishes m2 *** *** *** Finishing of formed surfaces G823 scabbled finish m2 *** *** *** Inserts G832 other inserts; unplasticized polyvinyl chloride pipe sleeves through reinforced walls; 75 mm diameter x 500 mm long; projecting from two surfaces of the concrete; weep holes; including drainage material placed in Hessian bags nr *** *** *** PRECAST CONCRETE Channel cover slabs; designed mix class: 30/20; with 15 x 15 mm chamfered top edges, and 2 nr. 100 x 100 x 50 mm deep lifting holes and 12 mm diameter stainless steel lifting bars Area not exceeding 1 m2; 1200x 200 x 200 mm thick slab units H511 mass not exceeding 250 kg; type I nr *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Perforated concrete filter pipes; Unreinforced to BS5911 spigot and socket or rebated joints Nominal bore; 150 mm I213 in trenches 1.5-2 m; in subsoil drains m *** *** *** I214 in trenches 2-2.5 m; in subsoil drains m *** *** *** I215 in trenches 2.5-3 m; in subsoil drains m *** *** *** MISCELLANEOUS METALWORK Mild steel solid to BS 4360; grade 43; hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140 exposed height 1000 mm m *** *** *** PAINTING Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** WATERPROOFING Damp proofing Waterproof sheeting; 0.3 mm thick polyethylene damp proof sheet membrane W131 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method -Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.4 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.4 L1.4 : Culvert Construction at Chau Tau Tsuen Road ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1 .4 : Culvert Construction at Chau Tau Tsuen Road Page No. LSL1.4/1 *** Page No. LSL1.4/2 *** Page No. LSL1.4/3 *** Page No. LSL1.4/4 *** Page No. LSL1.4/5 *** Page No. LSL1.4/6 *** Page No. LSL1.4/7 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.4 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness exceeding 150-300 mm m3 *** *** *** Columns; concrete category B F552 cross-sectional area 0.03-0.1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F1 Vertical G341.1 width not exceeding 0.1m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.1 width 0.2-0.4 m m2 *** *** *** Formwork finish: type F2 Vertical G341.2 width not exceeding 0.lm m *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.2 width 0.2-0.4m m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for road lighting; type P1; as Drawing nr.PL2-91 K231.1 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; type P2; as Drawing nr.PL2-91 K231.2 depth not exceeding 1.5 m nr *** *** *** Ducts: unplasticized polyvinyl chloride to BS 3506 :1969 Class B: solvent welded joints to BS 4346 Part 1; with draw wire Cable ducts 1 way; nominal bore 100 mm K512.1 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** K512.2 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** MISCELLANEOUS METALWORK Stainless steel Cladding panels 3 mm thick N110 isolated columns; curved m2 *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.5 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.5 L1.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.5 : BWIC with Services Page No. LSL1.5/1 *** Page No. LSL1.5/2 *** Page No. LSL1.5/3 *** Page No. LSL1.5/4 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.5 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R116 depth 200-250 mm m2 *** *** *** Concrete pavements Other in situ concrete slabs; grade 40/20 R434 depth 100-150 mm m2 *** *** *** Deformed high yield steel bar reinforcement to BS 4449 R473 nominal size 10 mm t *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** PAINTING Aluminium paint; in two coats Galvanized mild steel chain link fencing; surface wire brushed V913 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** MISCELLANEOUS WORK Fences Hot dip galvanized mild steel post and wire; comprising 50 x 50 x 6mm angle intermediate posts at 1825 mm centres, 75 x 75 x 10 mm intermediate strainers at 18250 mm (maximum) centres supported with 2 nr. 50 x 50 x 6 mm angle struts, 75 x 75 x 10 mm angle corner posts, 1800 mm wide by 3 mm diameter x 50 mm mesh chain link fencing, 3 rows of 3.55 mm diameter line wires and 3 rows of 2.5 mm diameter 2 ply barbed wire with 4 point barbs at 85 mm centres; including 6 x 2 cover strips and bolts V145 exposed height 2.25 m; concrete grade 20/20 foundation 300 x 300 x 600 mm high for posts and strainers, and 300 x 450 x 600 mm high for struts m *** *** *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.6 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.6 : Refuse Collection Point Page No. LSL1.6/1 *** Page No. LSL1.6/2 *** Page No. LSL1.6/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL1.6 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Drainage; as Drawing nr. LCC300/31/C35/010 Y121 storm drain sum *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.7 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.7 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.7 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL1.7 : Diversion of Drainage Utilities Page No. LSL1.7/1 *** Page No. LSL1.7/2 *** Page No. LSL1.7/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSI12.3 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Electric Y135.1 LV overhead and underground power cables with associated posts and drawpits; as drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-LV) sum *** Y135.2 11kV overhead and underground power cables with associated post and drawings and drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-11kV) sum *** Y135.3 132kV underground power cables as drawing nr. LCC300/31/C15/207 to 210 Appendix M to Particular Specification (ref.:CLP-132kV) sum *** Y135.4 CLP Fibre optic cables as drawing nr.LCC300/31/C15/207 to 210 and Appendix M to Particular Specification sum *** Y135.5 Road signs; as drawing nr. LCC300/31/C19/701 to 705 (ref.:TD) sum *** Communication Y620.1 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:H) sum *** Y620.2 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:T&T) sum *** Y620.3 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:HKT) sum *** Y620.4 Telecommunication; telephone overhead cable and posts; as drawing nr. LCC300/31/C15/208 to 209 (ref.:HKT-P) sum *** ------------------------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL1.8 *** --------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL1.8 : Diversion of Utilities Page No. LSL1.8/1 *** Page No. LSL1.8/2 *** Page No. LSL1.8/3 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL1.8 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - PIPES Ductile iron sleeve pipe Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Nominal bore; 20 mm I411 not in trenches; vertical; for water points; irrigation system m *** *** *** I412.1 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Nominal bore; 50 mm I412.2 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** PIPEWORK - FITTINGS AND VALVES Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Bends J311.1 nominal bore; 20 mm nr *** *** *** J311.2 nominal bore; 50 mm nr *** *** *** Junctions and branches J312 nominal bore; 50 mm nr *** *** *** Valves and penstocks Gate valves: hand operated J811 nominal bore 50 mm nr *** *** *** Loose jumper stop cocks J891.1 nominal bore 50 mm nr *** *** *** Water taps with lockable device J891.2 nominal bore 20 mm nr *** *** *** Water meters J891.3 nominal bore 50 mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 April 2002 Addendum No.1 LSL1.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Water meter boxes In situ concrete; 500 x 1200 x 1000 mm high overall on 800 x 1200 x 150 mm thick footing; complete with 3 mm thick stainless steel hinged cover with polycarbonate viewing panel and stainless steel grilles K231 depth not exceeding 1.5 m nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.9/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.9 L1.9 : Irrigation ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL1.9 : Irrigation Page No. LSL1.9/1 *** Page No. LSL1.9/2 *** Page No. LSL1.9/3 *** Page No. LSL1.9/4 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL1.9 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged Joints; cement mortar lining Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; incoming water mains m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged Joints; cement mortar lining Bends J311.1 nominal bore; 150 mm nr *** *** *** Bends; with duckfoot J311.2 nominal bore; 150 mm nr *** *** *** Double collars J341 nominal bore; 150 mm nr *** *** *** Valves and penstocks Gate valves hand operated J811 nominal bore 150 mm nr *** *** *** Fire hydrants; mounted on ground; as W.S.D. Standard Drawing nr. 4.2A J891 nominal bore 150 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits Precast concrete assemblies; chamber size 300 x 300 mm; with in-situ concrete surrounds to pipes; as Drawing nr. LCC300/31/C15/501 K231 depth not exceeding 1.5 m; cast iron surface box as W.S.D. Standard Drawing nr. 7.26 nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; 100 mm thick Mass concrete L341 nominal bore not exceeding 200 mm m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.2-0.5 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L731 nominal bore not exceeding 200 mm nr *** *** *** Volume 1-2 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L751 nominal bore not exceeding 200 mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.10/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.10 L1.10 : Fire Hydrants ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL1.10 : Fire Hydrants Page No. LSL1.10/1 *** Page No. LSL1.10/2 *** Page No. LSL1.10/3 *** Page No. LSL1.10/4 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL1.10 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ UTILITIES Diversion of existing services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Y162.1 telecommunications sum *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.11/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.11/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL1.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.11/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L1 : Widening of Lok Ma Chau Road (Area A) (EPIW) (Option 1) Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL1.11 : DIVERSION OF EXISTING TELEPHONE UTILITIES Page No. LSL1.11/1 *** Page No. LSL1.11/2 *** Page No. LSL1.11/3 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL1.11 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL1.11/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ DEMOLITION AND SITE CLEARANCE General Clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220.1 Class: 20/20; concrete category B m3 *** *** *** F220.2 Class: 20/20; concrete category C m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F623 thickness 300-500 mm m3 *** *** *** Parapet walls; concrete category B F644 thickness exceeding 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Vertical G343 width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 15m G353 width 0.2-0.4 m m2 *** *** *** G354.1 width 0.4-1.22 m m2 *** *** *** G355 width exceeding 1.22m m2 *** *** *** Formwork finish; type F5 Sloping G322 width 0.1-0.2 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 15m G354.2 width 0.4-1.22 m m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ Reinforcement Deformed high yield steel bars to BS 4449 G525 nominal size 25 mm t *** *** *** MISCELLANEOUS METALWORK Mild steel solid to BS 4360: grade 43;.hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts nominal size 20 mm N140 exposed height 1000 mm m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R114 depth 100 - 150 mm m2 *** *** *** R116 depth 200 - 250 mm m2 *** *** *** Sub-bases, flexible road bases and surfacing Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30 - 60 mm; wearing course m2 *** *** *** R233.1 depth 60 - 100 mm; road base m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing (Cont'd) Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer (Cont'd) R233.2 depth 60 - 100 mm; base course m2 *** *** *** R235 depth 150 - 200 mm; road base m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) launching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** Precast concrete drop kerbs of Highways Department types K5, K6, K7, K8 and K9; overall cross-section 125 mm wide x 200 mm average high R621 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ ROADS AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS102(6) nr *** *** *** R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS109 nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS115(6) nr *** *** *** R811.4 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS407(6) nr *** *** *** R811.5 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS410(9) nr *** *** *** R811.6 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS411(9) nr *** *** *** R811.7 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS518 nr *** *** *** R811.8 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS604(7) nr *** *** *** R811.9 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS737(4) nr *** *** *** R811.10 non-illuminated; reprovision of existing street name signs nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ ROADS AND PAVINGS Ancillaries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823.1 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1115 nr *** *** *** R823.2 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1141 nr *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1103 m *** *** *** R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1104 m *** *** *** R825.4 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1106 m *** *** *** PAINTING Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ MISCELLANEOUS WORK Safety fences Untensioned corrugated beam barriers; hot-dip galvanized to BS 729; fixed to and including hot-dip galvanized steel Grade 43A posts with and including 310 x 310 x 950 mm deep concrete grade 20/20 footings at 2000 mm centres X181 exposed overall height 0.757 m m *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.1 L2.1 : Roadworks ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.1 : Roadworks Page No. LSL2.1/1 *** Page No. LSL2.1/2 *** Page No. LSL2.1/3 *** Page No. LSL2.1/4 *** Page No. LSL2.1/5 *** Page No. LSL2.1/6 *** Page No. LSL2.1/7 *** Page No. LSL2.1/8 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL2.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - PIPES Perforated concrete filter pipes; unreinforced to BS 5911; spigot and socket or rebated joints Nominal bore; 150 mm I222.1 in trenches depth not exceeding 1.5 m; laid in French or rubble drains m *** *** *** Concrete pipes; Class L; unreinforced to BS 5911; Part 100; flexible spigot and socket Joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as in Specification clause 6.3.01 Nominal bore; 225 mm I222.2 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I222.3 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I223.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224 in trenches depth 2-2.5 m; gully connections m *** *** *** I225 in trenches depth 2.5-3 m; gully connections m *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - PIPES Concrete pipes; Class M; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as in Specification clause 6.3.01 Nominal bore; 300 mm I223.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 525 mm I233 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I234.1 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 600 mm I234.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** I235 in trenches depth 2.5-3 m; between manholes and/or other drainage chambers m *** *** *** Concrete pipes; class L; unreinforced to BS 5911; Part 100; flexible spigot and socket Joints; lined with polyviny1 chloride (PVC) or high density polyethylene (HDPE); as in specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and launching with concrete bandage J221 nominal bore; 225 mm nr *** *** *** Straight specials; rocker pipes J281 nominal bore; 225 mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class M; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as in specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 300 mm nr *** *** *** J223.1 nominal bore; 525 mm nr *** *** *** J223.2 nominal bore; 600 mm nr *** *** *** Straight specials; rocker pipes J282 nominal bore; 300 mm nr *** *** *** J283.1 nominal bore; 525 mm nr *** *** *** J283.2 nominal bore; 600 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 K131 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1050x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1275 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1350 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes(Cont'd) K133 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K134 depth 2.5-3 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** Catch pits In situ concrete; chamber size 900 x 900 mm; as Drawing nr. LCC300/31/G31/002 K231.1 depth not exceeding 1.5m nr *** *** *** In situ concrete; chamber size 1000 x 1000 mm; as Drawing nr. LCC300/31/C35/101 K231.2 depth not exceeding 1.5 m; Type 1 precast concrete cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** *** K330.1 In situ concrete untrapped; removable cast iron grating and frame; as HyD Standard Drawing nr. H3109, H3117 and H3118; 225 mm outlet diameter nr *** *** *** K330.2 In situ concrete untrapped; removable cast iron grating, frame and overflow weir; as HyD Standard Drawing nr. H3109, H3117, H3118 and H3123; 225 mm outlet diameter nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK- MANHOLES AND PIPEWORK ANCILLARIES K410 Filling French and rubble drains with grade material; granular material m3 *** *** *** French drains, rubble drains, ditches and trenches Rectangular section ditches lined; concrete grade 20/20; 150 mm thick to bottom and both sides with U-shaped invert; as Drawing nr. LCC300/31/C35/101 K451 cross-sectional area not exceeding 0.25 L2; waterway 300 mm wide m *** *** *** K452.1 cross-sectional area 0.25-0.5 L2; waterway 300 mm wide m *** *** *** Rectangular section ditches lined; concrete grade 20/20; 100 mm thick to bottom and both sides with U-shaped stepped invert; as Drawing nr. LCC300/31/G35/002 K452.2 cross-sectional area 0.25-0.5 L2; waterway 300 mm wide m *** *** *** Other pipework ancillaries Connections to existing live culverts; including forming and trimming perforations in existing structure, building in and haunching around pipes, sealing up and making good upon completion of work; as Drawing nr. LCC300/31/C35/103 K862 pipe bore 200-300 mm nr *** *** *** K863 pipe bore 300-600 mm nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ PIPEWORK - SUPPORTS AND PROTECTION. ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B; 100 mm thick Imported granular material; type A L331 nominal bore not exceeding 150 mm as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L332 nominal bore 200-300 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** Surrounds Mass concrete; grade 20/40 L542 nominal bore 200-300 mm; bed depth 150 mm; as HyD Standard Drawing nr. H3130 m *** *** *** MISCELLANEOUS METALWORK Other miscellaneous metalwork N990.1 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 300 mm wide m *** *** *** N990.2 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 300 x 200 mm high (overall) (approximate) nr *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.2 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.2 L2.2 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.2 : Underground Drainage Page No. LSL2.2/1 *** Page No. LSL2.2/2 *** Page No. LSL2.2/3 *** Page No. LSL2.2/4 *** Page No. LSL2.2/5 *** Page No. LSL2.2/6 *** Page No. LSL2.2/7 *** Page No. LSL2.2/8 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL2.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ EARTHWORKS Filling ancillaries E790 Geosynthetic reinforcement; surface erosion control geotextiles; tensile strength of 200kN/m (minimum) m2 *** *** *** Landscaping E820.1 Hydroseeding; including all species during summer at 25g/L2 and winter at 30g/L2 m2 *** *** *** E820.2 Hydroseeding; including all species during summer at 25g/L2 and winter at 30g/L2; inclined at an angle exceeding 10 degrees to the horizontal m2 *** *** *** E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** *** E850.2 Shrubs; Duranta repens; size 600 x 500 mm; pot-grown nr *** *** *** E850.3 Shrubs; Hymenocallis americana; size 500 x 500 mm; pot-grown nr *** *** *** E850.4 Shrubs; Ligustrum sinense; size 600 x 500 mm; pot-grown nr *** *** *** E850.5 Shrubs; Melastoma candida; size 600 x 500 mm; pot-grown nr *** *** *** E850.6 Shrubs; Melastoma sanquineum; size 600 x 500 mm; pot-grown nr *** *** *** E850.7 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** *** E860 Trees; Eucalyptus robusta; heavy standard size; root balled nr *** *** *** MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing N161 angle iron stakes; 50 x 50 x 3 mm; including approved ties and spacers m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as General Specification clause 6.07 R113 depth 60-100 mm m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL2.3/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ ROADS AND PAVINGS Concrete pavements Other in situ concrete slabs; grade 30/20 R433 depth 60-100 mm m2 *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Kerbs, channels and edgings Precast concrete edging kerbs of Highways Dept. types E1, E2 and E3; 50 x 150 mm high R631 straight or curved to radius exceeding 12 m; including cement and sand (1:3) bedding, and concrete bed and haunch grade 20/20 m *** *** *** PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.3 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.3 : Hard and Soft Landscaping Page No. LSL2.3/1 *** Page No. LSL2.3/2 *** Page No. LSL2.3/3 *** Page No. LSL2.3/4 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL2.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ DEMOLITION AND SITE CLEARANCE Other structures Metal; chain link fencing and concrete foundations D549 approximate exposed height 4500 mm m *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F230 Class: 35/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** Retaining walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Sloping G323 width 0.2-0.4 m m2 *** *** *** Vertical G343 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to CS2 1995 G523 nominal size 25 mm t *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ CONCRETE ANCILLARIES Joints Formed surface with filler; 25 mm thick compressible inorganic joint filler G641 average width not exceeding 0.5 m m2 *** *** *** Proprietary rubber waterstops with centre bulb G653 average width 200-300 mm m *** *** *** Sealed rebates or grooves G670 approved light grey polysulphide sealant 25 x 25 mm; on and including polyethylene tape bond breaker m *** *** *** Dowels; 25 mm diameter galvanized mild steel bars G682 sleeved; 700 mm long; cast into one side of joint, other side with and including cast in preformed PVC tight fitting sleeve and compressible end filler nr *** *** *** Concrete accessories Finishing of top surfaces G813.1 class U2 finishes m2 *** *** *** Finishing of top surfaces; sloping G813.2 class U5 finishes m2 *** *** *** PAINTING Aluminium paint; in two coats Galvanized mild steel chain link fencing; surface wire brushed V913 surfaces included at an angle exceeding 60 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ MISCELLANEOUS WORK Fences; security Hot dip galvanized mild steel post and wire; comprising 80 x 80 x 10 mm thick angle posts at 2500 mm centres, 70 x 70 x 8 mm thick angle stringer and diagonal bracings, 80 x 80 x 10 mm thick angle struts at 5000 mm centres, 225 x 225 x 10 mm thick base plates, "Bestal" expanded metals BMM3045 medium meshes, 3 mm diameter x 50 mm mesh chain link fencing, 30 x 5 mm thick flat bars, and 2 nr. 3.55 mm diameter straining wires; including bolts, screws and all necessary accessories X147 minimum height 4.6 m above road level; concrete grade 20/20 foundation 600 mm thick x 2088 mm average high for fencing, footing 600 x 600 x 600mm deep for bracings and 75mm thick blinding m *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1 ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.4 : Retaining Wall RW1 Page No. LSL2.4/1 *** Page No. LSL2.4/2 *** Page No. LSL2.4/3 *** Page No. LSL2.4/4 *** Page No. LSL2.4/5 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL2.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ IN SITU CONCRETE Provision of concrete designed mix F200 Class: 20/20; concrete category C m3 *** *** *** Placing of mass concrete Other concrete forms; linings to channels; concrete category C F581 thickness 150 - 300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Sloping G324 width 0.4-1.22 m; to upper surfaces m2 *** *** *** G325 width exceeding 1.22 m; to upper surfaces m2 *** *** *** ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------ GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------ To Collection of Lump Sum Item LSL2.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.5 : Extension of Concrete Lining for Ha Wan Channel Page No. LSL2.5/1 *** Page No. LSL2.5/2 *** Page No. LSL2.5/3 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL2.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE Other structures Reinforced concrete; head walls and wing walls D521 volume not exceeding 50 m3 sum *** *** *** IN SITU CONCRETE Provision of concrete designed mix F230 Class: 35/20; concrete category B m3 *** *** *** Placing of reinforced concrete Head walls and wing walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Sloping G323 width 0.2-0.4 m m2 *** *** *** Vertical G344 width 0.4-1.22 m m2 *** *** *** G345 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to CS2 1995 G525 nominal size 25 mm t *** *** *** Concrete accessories Finishing of formed surfaces G823 scabbled finish m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.6 *** -------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert at Road Chainage 1000
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.6 : Head Wall and Wing Wall for Culvert at Road Chainage 1000 Page No. LSL2.6/1 *** Page No. LSL2.6/2 *** Page No. LSL2.6/3 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness exceeding 150-300 mm m3 *** *** *** Columns; concrete category B F552 cross-sectional area 0.03-0.1 L2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G341.1 width not exceeding 0.l m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.1 width 0.2-0.4 m m2 *** *** *** Formwork finish; type F2 Vertical G341.2 width not exceeding 0.1 m m *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.2 width 0.2-0.4 m m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for road lighting; type P1; as Drawing nr. PL2-91 K231.1 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; type P2; as Drawing nr. PL2-91 K231.2 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; as Drawing nr. DP/G/95-118 to 120 K231.3 depth not exceeding 1.5 m nr *** *** *** Bases for public lighting controller In situ concrete; for road lighting; including 4 nr. 16 mm diameter cast-in Rawlbolts as Drawing nr. LCC300/31/C19/201 K231.5 depth not exceeding 1.5 m nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Ducts; unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire Cable ducts 1 way; nominal bore 100 mm K512.1 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** K512.2 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** Ducts; steel pipes; to BS 1387. medium grade; galvanized to BS 729; screwed joints; with draw wire Cable ducts 1 way; nominal bore 150 mm K512.4 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** MISCELLANEOUS METALWORK Stainless steel Cladding panels 3 mm thick N110 isolated columns; curved m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.7 : BWIC with Services Page No. LSL2.7/1 *** Page No. LSL2.7/2 *** Page No. LSL2.7/3 *** Page No. LSL2.7/4 *** Page No. LSL2.7/5 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile iron sleeve pipe Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Nominal bore; 20 mm I411 not in trenches; vertical extensions of pipes below ground m *** *** *** I412.1 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Nominal bore; 50 mm I412.2 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** PIPEWORK - FITTINGS AND VALVES Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Bends J311.1 nominal bore; 20 mm nr *** *** *** J311.2 nominal bore; 50 mm nr *** *** *** Junctions and branches J312 nominal bore; 50 mm nr *** *** *** Valves and penstocks Gate valves: hand operated J811 nominal bore 50 mm nr *** *** *** Loose jumper stop cocks J891.1 nominal bore 50 mm nr *** *** *** Water taps with lockable device J891.2 nominal bore 20 mm nr *** *** *** Water meters J891.3 nominal bore 50 mm nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL2.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Water meter boxes In situ concrete; 500 x 1200 x 1000 mm high overall on 800 x 1200 x 150 mm thick footing; complete with 3 mm thick stainless steel hinged cover with polycarbonate viewing panel and stainless steel grilles K231 depth not exceeding 1.5 m nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.8/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.8 : Irrigation Page No. LSL2.8/1 *** Page No. LSL2.8/2 *** Page No. LSL2.8/3 *** Page No. LSL2.8/4 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Electric Y135.1 LV overhead and underground power cables with associated posts and drawpits; as drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-LV) sum *** Y135.2 11kV overhead and underground power cables with associated post and drawings and drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-11kV) sum *** Y135.3 132kV underground power cables as drawing nr. LCC300/31/C15/207 to 210 Appendix M to Particular Specification (ref.:CLP-132kV) sum *** Y135.4 CLP Fibre optic cables as drawing nr.LCC300/31/C15/207 to 210 and Appendix M to Particular Specification sum *** Y135.5 Road signs; as drawing nr. LCC300/31/C19/701 to 705 (ref.:TD) sum *** Communication Y620.1 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:H) sum *** Y620.2 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:T&T) sum *** Y620.3 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:HKT) sum *** Y620.4 Telecommunication; telephone overhead cable and posts; as drawing nr. LCC300/31/C15/208 to 209 (ref.:HKT-P) sum *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.9/2 Contract No.LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.9 : Diversion of Utilities Page No. LSL2.9/1 *** Page No. LSL2.9/2 *** Page No. LSL2.9/3 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement lining Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; incoming water mains m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 K9; flanged joints; cement mortar lining Bends J311.1 nominal bore; 150 mm nr *** *** *** Bends; with duckfoot J311.2 nominal bore; 150 mm nr *** *** *** Double collars J341 nominal bore; 150 mm nr *** *** *** Valves and penstocks Gate valves hand operated J811 nominal bore 150 mm nr *** *** *** Fire hydrants; mounted on ground; as W.S.D. Standard Drawing nr. 4.2A J891 nominal bore 150 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits Precast concrete assemblies; chamber size 300 x 300 mm; with in-situ concrete surrounds to pipes; as Drawing nr. LCC300/31/C15/501 K231 depth not exceeding 1.5 m; cast iron surface box as W.S.D. Standard Drawing nr. 7.26 nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds: 100 mm thick Mass concrete L341 nominal bore not exceeding 200 mm m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.2-0.5 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L731 nominal bore not exceeding 200 mm nr *** *** *** Volume 1-2 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L751 nominal bore not exceeding 200 mm nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.10/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.10 : Fire Hydrants Page No. LSL2.10/1 *** Page No. LSL2.10/2 *** Page No. LSL2.10/3 *** Page No. LSL2.10/4 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.10 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Y162.1 telecommunications sum *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.11/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW) (Option 1) Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.11/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B) (EPIW) (Option 1) Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL2.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.11/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1) Lump Sum Breakdown L2 : Widening Existing Access Road (Area B) (EPIW) (Option 1) Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL2.11 : Diversion of Existing Telephone Utilities Page No. LSL2.11/1 *** Page No. LSL2.11/2 *** Page No. LSL2.11/3 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL2.11 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL2.11/COL/l Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Vertical G343 width 0.2-0.4 m m2 *** *** *** MISCELLANEOUS METALWORK Mild steel solid to BS 4360; grade 43; hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140 exposed height 1000 mm m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R114 depth 100 - 150 mm m2 *** *** *** R116 depth 200 - 250 mm m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/1 Contract No. LCC-30O Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30 - 60 mm; wearing course m2 *** *** *** R233.1 depth 60 - 100 mm; road base m2 *** *** *** R233.2 depth 60 - 100 mm; base course m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; nominal size 20 mm x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. nr *** *** *** TS102(6) R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS410(9) nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS737(4) nr *** *** *** Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823 SLOW in English letters and Chinese characters; road traffic (traffic control) regulations 1989 edition figure nr. RM1141 nr *** *** *** R824 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1001 m *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1103 m *** *** *** R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1104 m *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- ROADS AND PAVINGS Anci11aries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 (Cont'd) R825.4 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1106 m *** *** *** PAINTING Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2, pack high build epoxy MTO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** MISCELLANEOUS WORK Safety fences Untensioned corrugated beam barriers; hot-dip galvanized to BS 729; fixed to and including hot-dip galvanized steel Grade 43A posts with and including 310 x 310 x 950 mm deep concrete grade 20/20 footings at 2000 mm centers X181 exposed overall height 0.757 m m *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.1 : Roadworks Page No. LSL3.1/1 *** Page No. LSL3.1/2 *** Page No. LSL3.1/3 *** Page No. LSL3.1/4 *** Page No. LSL3.1/5 *** Page No. LSL3.1/6 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class L; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 225 mm I222.1 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I222.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I223.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224.1 in trenches depth 2-2.5 m; gully connections m *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class M; unreinforced to BS 5911:Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 300 mm I223.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** I224.2 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 375 mm I234 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** Concrete pipes; Class M; reinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 1200mm I252 in trenches depth not exceeding 1.5 m; cross road pipes; as Drawing nr. LCC300/31/C35/120 m *** *** *** I253 in trenches depth 1.5-2 m; cross road pipes; as Drawing nr. LCC300/31/C35/120 m *** *** *** PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class L; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage I221 nominal bore; 225 mm nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class L; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 (Cont'd) Straight specials; rocker pipes J281 nominal bore; 225 mm nr *** *** *** Concrete pipes; Class M; unreinforced to BS 5911;Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 300 mm nr *** *** *** J223 nominal bore; 375 mm nr *** *** *** Straight specials; rocker pipes J282 nominal bore; 300 mm nr *** *** *** J283 nominal bore; 375 mm nr *** *** *** Valves and penstocks Flag valves; for splayed outlets of cross road pipes at ditches J895 nominal bore; 1200 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 K131.1 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes(Cont'd) In situ concrete; type E; chamber size 975 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K131.2 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1050 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.3 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1125 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** Catch pits In situ concrete; chamber size 1000 x 1000 mm; as Drawing nr. LCC300/31/C35/101 K231 depth not exceeding 1.5 m; Type 1 precast concrete cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** *** In situ concrete; chamber size 1900 x 2800 mm; for "V" section ditches K233 depth 2-2.5 m; galvanised mild steel chequer plate cover with frames nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Gullies K330.1 In situ concrete untrapped; removable cast iron grating and frame; as HyD Standard Drawing nr. H3109, H3117 and H3118; 225 mm outlet diameter nr *** *** *** K330.2 In situ concrete untrapped; removable cast iron grating, frame and overflow weir; as HyD Standard Drawing nr. H3109, H3117, H3118 and H3123; 225 mm outlet diameter nr *** *** *** French drains, rubble drains ditches and trenches Rectangular section ditches lined; concrete grade 20/20; 150 mm thick to bottom and both sides with U-shaped invert; as Drawing nr. LCC300/31/C35/101 K451 cross-sectional area not exceeding 0.25 m2; waterway 300 mm wide m *** *** *** K452 cross-sectional area 0.25-0.5 m2; waterway 300 mm wide m *** *** *** Vee section ditches lined; concrete; 200 mm thick to both sides; as Drawing nr. LCC300/31/C35/120 K475 cross-sectional area 1-1.5 m2; waterway 2500 mm (maximum) wide m *** *** *** K476 cross-sectional area 1.5-2 m2; waterway 2500 mm (maximum) wide m *** *** *** Other pipework ancillaries Connections to existing live nullahs; including forming and trimming perforations in existing structure, building in and haunching around pipes, sealing up and making good upon completion of work; as Drawing nr. LCC300/31/C35/120 K865 pipe bore 900-1200 mm nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION ANCILLARIES TO LAYING AND EXCAVATION Bends; Class B; 100 mm thick Imported granular material; type A L332 nominal bore 200-300 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** L335 nominal bore 900-1200 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** Surrounds Mass concrete; grade 20/40 L542 nominal bore 200-300 mm; bed depth 150 mm; as HyD Standard Drawing nr. H3130 m *** *** *** MISCELLANEOUS METALWORK Other miscellaneous metalwork N990.1 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 300 mm wide m *** *** *** N990.2 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 300 x 200 mm high (overall) (approximate) nr *** *** *** N990.3 Ditch fittings; trapping grille for vee section waterway; mild steel; 25 x 16 mm thick top rail and 12 mm diameter vertical grille bars at 100 mm centres; as Drawing nr. LCC300/31/C35/120; 1300 x 500 mm high (overall) (approximate) nr *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/7 Contract No. LCC-30O Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/8 Contract No. LCC-30O Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL.3.2 : Underground Drainage Page No. LSL3.2/1 *** Page No. LSL3.2/2 *** Page No. LSL3.2/3 *** Page No. LSL3.2/4 *** Page No. LSL3.2/5 *** Page No. LSL3.2/6 *** Page No. LSL3.2/7 *** Page No. LSL3.2/8 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries E790 Geosynthetic reinforcement; surface erosion control geotextiles; tensile strength of 200kN/m (minimum) m2 *** *** *** Landscaping E820.1 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2 m2 *** *** *** E820.2 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2; inclined at an angle exceeding 10 degrees to the horizontal m2 *** *** *** E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** *** E850.2 Shrubs; Hibiscus rosa sinensis; size 600 x 500 mm; pot-grown nr *** *** *** E850.3 Shrubs; Hymenocallis americana; size 500 x 500 mm; pot-grown nr *** *** *** E850.4 Shrubs; Ixora javanica; size 500 x 500 mm; pot-grown nr *** *** *** E850.5 Shrubs; Ligustrum sinense; size 600 x 500 mm; pot-grown nr *** *** *** E850.6 Shrubs; Melastoma Candida; size 600 x 500 mm; pot-grown nr *** *** *** E850.7 Shrubs; Melastoma sanquineum; size 600 x 500 mm; pot-grown nr *** *** *** E850.8 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** *** E860.1 Trees; Acacia mangium; heavy standard size; root balled nr *** *** *** E860.2 Trees; Albezia lebbek; heavy standard size; root balled nr *** *** *** E890 Transplanting existing trees T1, T2, T3, T4, T7, T8, T11, T20, T21, T126, T127, T139 and T140 nr *** *** *** MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing N161 angle iron stakes; 50 x 50 x 3 mm; including approved ties and spacers m *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.3/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R113 depth 60-100 mm m2 *** *** *** Concrete pavements Other in situ concrete slabs; grade 30/20 R433 depth 60-100 mm m2 *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Kerbs, channels and edgings Precast concrete edging kerbs of Highways Dept. types El, E2 and E3; 50 x 150 mm high R631 straight or curved to radius exceeding 12 m; including cement and sand (1:3) bedding, and concrete bed and haunch grade 20/20 m *** *** *** PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A). second coat of 2 pack high build epoxy MIO 100 micron (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.3 : Hard and Soft Landscaping Page No. LSL3.3/1 *** Page No. LSL3.3/2 *** Page No. LSL3.3/3 *** Page No. LSL3.3/4 *** ------------------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F210 Class: 10/20; concrete category C m3 *** *** *** F220 Class: 20/20; concrete category B m3 *** *** *** F240.1 Class: 40/20; concrete category B m3 *** *** *** F240.2 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** End walls at abutment; concrete category B F542 thickness 150 - 300 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F624 thickness exceeding 500 mm m3 *** *** *** Suspended slabs to deck; concrete category B F632 thickness 150 - 300 mm m3 *** *** *** Parapet walls; concrete category B F644.1 thickness exceeding 500 mm m3 *** *** *** Walls of abutments; concrete category B F644.2 thickness exceeding 500 mm m3 *** *** *** Retaining walls; concrete category B F643 thickness 300 - 500 mm m3 *** *** *** Beams to deck; concrete category B F664 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Horizontal G315.1 width exceeding 1.22 m; left in m2 *** *** *** ------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F2(Cont'd) Sloping G322 width 0.1-0.2 m m *** *** *** G323.1 width 0.2-0.4 m m2 *** *** *** G323.2 width 0.2-0.4 m; left in m2 *** *** *** Vertical G345.1 width exceeding 1.22 m m2 *** *** *** Formwork finish; type F5 Horizontal G315.2 width exceeding 1.22 m m2 *** *** *** Vertical G345.2 width exceeding 1.22 m m2 *** *** *** Concrete components of constant cross-section G384.1 intrusions; 20 mm half round drip grooves m *** *** *** G384.2 intrusions; 50 x 50 mm splays m *** *** *** G384.3 intrusions; 25 x 25 mm chamfers m *** *** *** G384.4 half round channels; 150mm diameter m *** *** *** Formwork surface features; flute finish Vertical G445 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement (Cont'd) Deformed high yield steel bars to BS 4449(Cont'd) G526 nominal size 32 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints G650 Approved 240 mm wide external centre bulb waterstops m *** *** *** G680 25 mm diameter x 700 mm long galvanized mild steel dowel bar; including preformed PVC tight fitting dowel sleeve; drilled into reinforced concrete nr *** *** *** G690.1 movements joints; consists of 25 mm thick x 500 mm width approved compressible inorganic joint filler; including 25 x 25 mm deep approved light grey polysulphide joint sealant m *** *** *** G690.2 Movement joints; Type MJ (N); as Drawing nr LCC300/31/S20/101 m *** *** *** G690.3 Movement joints; Type MJ (S); as Drawing nr. LCC300/31/S20/101 m *** *** *** G690.4 Movement joints; approved light grey polysulphate joint sealant including approved rubber backing strip; as Drawing nr LCC300/31/S19/003 m *** *** *** Post-tensioned pretressing Horizontal internal tendons to in-situ concrete bridge deck beams G715 length 15-20 m; consists of 25 nr 12.9 mm diameter strands (seven-wire; class 2 relaxation; to BS5896) with 405 x 405 mm square anchorages; as Drawing nr LCC300/31/S19/601 to 602 nr *** *** *** Concrete accessories Finishing of top surfaces G813.1 class U2 finishes m2 *** *** *** G813.2 class U3 finishes m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories (Cont'd) Inserts G832.1 other inserts; unplasticized polyvinyl chloride pipe sleeves to BS4460 through reinforced concrete walls; 75 mm diameter x 500 mm long; projecting from two surfaces of the concrete nr *** *** *** Inserts G832.2 other inserts; unplasticized polyvinyl chloride pipe sleeves through reinforced concrete walls; 75 mm diameter x 600 mm long; totally within the concrete volume nr *** *** *** PRECAST CONCRETE Slabs 225 mm wide x 1900 mm long; average 230 mm thick; complete with 2 nrs lifting recesses and hooks; as Drawing nr LCC300/31/S19/003 H552 mass 250-500 kg nr *** *** *** PIPEWORK - PIPES Polyvinyl chloride pipes Nominal bore; 225 mm I521 not in trenches; suspended above the ground m *** *** *** PIPEWORK - FITTING AND VALVES Polyvinyl chloride pipe fittings J490 250 x 250 x 200 mm deep hoppers nr *** *** *** PIPEWOK - MANHOLES AND PIPEWORK ANCILLARIES Manholes K190 Type E; as D.S.D. Standard Drawing nr DS1005 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Bridge parapets N150 Aluminium vehicle parapet Type B; as HYD Structures Standard Drawing SSD24 m *** *** *** Bridge bearings N162.1 constrained pot bearing; Type S1; 500 x 500 x 300 mm thick; including non-shrink cement mortar plinths and all necessary seating materials nr *** *** *** N162.2 constrained pot sliding; Type S2; 500 x 500 x 300 mm thick; including non-shrink cement mortar plinths and all necessary swathing materials nr *** *** *** N162.3 constrained pot sliding; Type N1; 500 x 500 x 300 mm thick; including non-shrink cement mortar plinths and all necessary swathing materials nr *** *** *** N162.4 fee pot bearing; Type N2; 500 x 500 x 300 mm thick; including non-shrink cement mortar plinths and all necessary swathing materials nr *** *** *** Stainless steel N170.1 Plate flooring; 5 mm thick stainless steel sliding plate; 350 mm width x 1220 mm long; including M10 stainless steel countersunk screws; fixed to concrete parapet; as Drawing nr LCC300/31/S20/101 nr *** *** *** Galvanised steel N170.2 5 mm thick galvanized steel plate nominally 600 mm x 478 mm; as HYD Standard Drawing SSD88 nr *** *** *** ROADS AND PAVINGS Sub-bases, flexible road and surfacing Granular material as per General Specification clause 6.07 R116 depth 200-250 mm m2 *** *** *** Dense bitumen macadam R231 depth 30-60 mm; base course m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing(Cont'd) Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30-60 mm; wearing course m2 *** *** *** R233.1 depth 60-100 mm; road base m2 *** *** *** R233.2 depth 60-100 mm; base course m2 *** *** *** Cold asphalt wearing course R312 depth 30-60 mm m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS102(6) nr *** *** *** R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS410(9) nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS737(4) nr *** *** *** Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823 SLOW in English letters and Chinese characters; road traffic (traffic control) regulations 1989 edition figure nr. RM1141 nr *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RMH1103 m *** *** *** R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1104 m *** *** *** PAINTING Epoxy or polyurethane paint 2cts to manufacturers requirements; metal other than metal sections and pipework; V713 Surface inclined at angle exceeding 60 degrees to horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- WATERPROOFING Damp proofing Waterproof coating; two coats of bitumen/rubber emulsion waterproofing membrane W143 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENAERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.4 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.4 : Ha Wan Channel Bridge and Abutments Page No. LSL3.4/1 *** Page No. LSL3.4/2 *** Page No. LSL3.4/3 *** Page No. LSL3.4/4 *** Page No. LSL3.4/5 *** Page No. LSL3.4/6 *** Page No. LSL3.4/7 *** Page No. LSL3.4/8 *** Page No. LSL3.4/9 *** Page No. LSL3.4/10 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.4 *** -------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness exceeding 150-300 mm m3 *** *** *** Columns; concrete category B F552 cross-sectional area 0.03-0.1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G341.1 width not exceeding 0.l m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.1 width 0.2-0.4 m m2 *** *** *** Formwork finish; type F2 Vertical G341.2 width not exceeding 0.l m m *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.2 width 0.2-0.4 m m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for road lighting; type P1; as Drawing nr. PL2-91 K231 depth not exceeding 1.5 m nr *** *** *** Ducts; unplasticized polyvinyl chloride to BS 3506:1969 Class B; solvent welded joints to BS 4346 Part 1; with draw wire Cable ducts 1 way; nominal bore 100 mm K512.1 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** K512.2 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** MISCELLANEOUS METALWORK Stainless steel Cladding panels 3 mm thick N110 isolated columns; curved m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.5 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.5 L3.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.5 : BWIC with Services Page No. LSL3.5/1 *** Page No. LSL3.5/2 *** Page No. LSL3.5/3 *** Page No. LSL3.5/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.5 *** -------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- Note: Rates are subject to % Adjustment of-57.4483% GROUND INVESTIGATION Site tests and observations B524 cone penetration nr *** *** *** Instrumental observaions Pressure head; daily observations during surcharge period and weekly observations during construction period; protected with 1.3 m high timber board hoarding B612 open standpipe piezometers m *** *** *** B613 install covers nr *** *** *** B614 monitoring visit *** *** *** B615 reporting nr *** *** *** Vertical inclinometers; daily observations during surcharge period and weekly observations during construction period; protected with 1.3 m high timber board hoarding B621 installations m *** *** *** B624 monitoring visit *** *** *** B625 reporting nr *** *** *** Plate settlement gauges; daily observations during surcharge period and weekly observations during construction period; protected with 1.3 m high timber board hoarding B631 installations nr *** *** *** B634 monitoring visit *** *** *** B635 reporting nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.6 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSL3.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- Note: Rates are subject to % Adjustment of -57.4483% GROUND INVESTIGATION Instrumental observations (Cont'd) Seismographs; continuous observations throughout piling operation; protected with 1.3 m high timber board hoarding as required B651 installations nr *** *** *** B654 monitoring visit *** *** *** B655 reporting nr *** *** *** Magnetic probe extensometers; 45-50 m deep; daily observations during surcharge period and weekly observations during construction period; protected with 1.3 m high timber board hoarding B661 installations nr *** *** *** B664 monitoring visit *** *** *** B665 reporting nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.6 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSL3.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". Fixed Sum Adjustment to Cost Centre sum N/A N/A *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.6 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSL3.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.6 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.6/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.6 : Geotechnical Instrumentation and Monitoring Page No. LSL3.6/1 *** Page No. LSL3.6/2 *** Page No. LSL3.6/3 *** Page No. LSL3.6/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.6 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 October 2002 LSL3.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Electric Y135.1 LV overhead and underground power cables with associated posts and drawpits; as drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-LV) sum *** Y135.2 11kV overhead and underground power cables with associated post and drawings and drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-11kV) sum *** Y135.3 132kV underground power cables as drawing nr. LCC300/31/C15/207 to 210 Appendix M to Particular Specification (ref.:CLP-132kV) sum *** Y135.4 CLP Fibre optic cables as drawing nr.LCC300/31/C15/207 to 210 and Appendix M to Particular Specification sum *** Y135.5 Road signs; as drawing nr. LCC300/31/C19/701 to 705 (ref.:TD) sum *** Communication Y620.1 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:H) sum *** Y620.2 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:T&T) sum *** Y620.3 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:HKT) sum *** Y620.4 Telecommunication; telephone overhead cable and posts; as drawing nr. LCC300/31/C15/208 to 209 (ref.:HKT-P) sum *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.7 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.7 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.7 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.7 : Diversion of Utitlities Page No. LSL3.7/1 *** Page No. LSL3.7/2 *** Page No. LSL3.7/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.7 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile iron sleeve pipe Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Steel pipes; to BR 1387, medium grade; galvanised to BS 729; screwed joints Nominal bore; 20 mm I411 not in trenches; vertical extensions of pipes below ground m *** *** *** I412.1 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Nominal bore; 50 mm I412.2 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** PIPEWORK - FITTINGS AND VALVES Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Bends J311.1 nominal bore; 20 mm nr *** *** *** J311.2 nominal bore; 50 mm nr *** *** *** Junctions and branches J312 nominal bore; 50 mm nr *** *** *** Valves and penstocks Gate valves: hand operated J811 nominal bore 50 mm nr *** *** *** Loose jumper stop cocks J891.1 nominal bore 50 mm nr *** *** *** Water taps with lockable device J891.2 nominal bore 20 mm nr *** *** *** water meters J891.3 nominal bore 50 mm nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL3.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Water meter boxes In situ concrete; 500 x 1200 x 1000 mm high overall on 800 x 1200 x 150 mm thick footing; complete with 3 mm thick stainless steel hinged cover with polycarbonate viewing panel and stainless steel grilles K231 depth not exceeding 1.5 m nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.8 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.8/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.8 L3.8 : Irrigation ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.8 : Irrigation Page No. LSL3.8/1 *** Page No. LSL3.8/2 *** Page No. LSL3.8/3 *** Page No. LSL3.8/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.8 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; incoming water mains m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar 1ining Bends J311.1 nominal bore; 150 mm nr *** *** *** Bends; with duckfoot J311.2 nominal bore; 150 mm nr *** *** *** Double collars J341 nominal bore; 150 mm nr *** *** *** Valves and penstocks Gate valves hand operated J811 nominal bore 150 mm nr *** *** *** Fire hydrants; mounted on ground; as W.S.D. Standard Drawing nr. 4.2A J891 nominal bore 150 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits Precast concrete assemblies; chamber size 300 x 300 mm; with in-situ concrete surrounds to pipes; as Drawing nr. LCC300/31/C15/501 K231 depth not exceeding 1.5 m; cast iron surface box as W.S.D. Standard Drawing nr. 7.26 nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; 100 mm thick Mass concrete L341 nominal bore not exceeding 200 mm m *** *** *** Concrete stools and thrust blocks: for bends Volume 0.2-0.5 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L731 nominal bore not exceeding 200 mm nr *** *** *** Volume 1-2 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L751 nominal bore not exceeding 200 mm nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.9 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.9/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.9 L3.9 : Fire Hydrants ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.9 : Fire Hydrants Page No. LSL3.9/1 *** Page No. LSL3.9/2 *** Page No. LSL3.9/3 *** Page No. LSL3.9/4 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.9 *** ------------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Y162.1 telecommunications sum *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.10/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.10/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.10 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.10/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.10 : Diversion of Existing Telephone Utilities Page No. LSL3.10/1 *** Page No. LSL3.10/2 *** Page No. LSL3.10/3 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.10 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL3.10/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F210 Class: 10/20; concrete category C m3 *** *** *** F240 Class: 40/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F624 thickness exceeding 500 mm m3 *** *** *** Retaining walls; concrete category B F643 thickness 300 - 500 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F2 Sloping G322 width 0.1-0.2 m m *** *** *** Vertical G345 width exceeding 1.22 m m2 *** *** *** Formwork finish: type F5 Vertical G344 width 0.4-1.22 m m2 *** *** *** Concrete components of constant cross-section G384.1 intrusions; 20 mm half round drip grooves m *** *** *** G384.2 intrusions; 25 x 25 mm chamfers m *** *** *** Formwork surface features: flute finish Vertical ???5 Width exceeding 1.22 m m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- Reinforcement Deformed high yield steel bars to CS2:1995. G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G528 nominal size 50 mm or greater t *** *** *** Joints G650 Approved 240 mm wide external centre bulb waterstops m *** *** *** G680 25 mm diameter x 700 mm long galvanized mild steel dowel bar; including preformed PVC tight fitting dowel sleeve; drilled into reinforced concrete nr *** *** *** G690 movements joints; consists of 25 mm thick x 500 mm width approved compressible inorganic joint filler; including 25 x 25 mm deep approved light grey polysulphide joint sealant m *** *** *** Concrete accessories Finishing of top surfaces G813.1 class U2 finishes m2 *** *** *** G813.2 class U3 finishes m2 *** *** *** Inserts G832 other inserts; unplasticized polyvinyl chloride pipe sleeves to BS4460 through reinforced concrete walls; 75 mm diameter x 500 mm long; projecting from two surfaces of the concrete nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/2 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Bridge parapets N150 Aluminium vehicle parapet Type B; as HYD Structures Standard Drawing SSD24 m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R116 depth 200-250 mm m2 *** *** *** Sub-bases, flexible road bases and surfacing Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30-60 mm; wearing course m2 *** *** *** R233.1 depth 60-100 mm; road base m2 *** *** *** R233.2 depth 60-100 mm; base course m2 *** *** *** Kerbs, channels and edgings Precast concrete kerbs of Highways Department types Kl,K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** Ancillaries Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R825 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1103 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/3 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- WATERPROOFING Damp proofing Waterproof coating; two coats of bitumen/rubber emulsion waterproofing membrane W143 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/4 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/5 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL3.11 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/6 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1) Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490 ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL3.11 : Retaining Structure at CH 1490 Page No. LSL3.11/1 *** Page No. LSL3.11/2 *** Page No. LSL3.11/3 *** Page No. LSL3.11/4 *** Page No. LSL3.11/5 *** Page No. LSL3.11/6 *** -------------------------------------------------------------------------------- Total of Lump Sum Item LSL3.11 *** ------------ *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 LSL3.11/COL/1 Contract No. LCC-300 Addendum No. 1 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE General clearance D100 general clearance for Site ha *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish : type F2 Vertical G343 width 0.2-0.4 m m2 *** *** *** MISCELLANEOUS METALWORK Mild steel solid to BS 4360 : grade 43 hot dip galvanized after fabrication to BS 729 Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140 exposed height 1000 mm m *** *** *** ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R114 depth 100 - 150 mm m2 *** *** *** R115 depth 150 - 200 mm m2 *** *** *** R116 depth 200 - 250 mm m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Bituminous materials; consisting of coarse and fine aggregates, filler, bitumen, and polymer R232 depth 30 - 60 mm; wearing course m2 *** *** *** R233.1 depth 60 - 100 mm; road base m2 *** *** *** R233.2 depth 60 - 100 mm; base course m2 *** *** *** R234 depth 100 - 150 mm; road base m2 *** *** *** Kerbs, channels and edgings nominal size 20 mm Department types K1, K2 and K3; overall cross-section 125 mm wide x 250 mm high R611 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** R612 curved to radius not exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** Precast concrete drop kerbs of Highways Department types K5, K6, K7, K8 and K9; overall cross-section 125 mm wide x 200 mm average high R621 straight or curved to radius exceeding 12 m; including cement and sand (1:3) haunching, and concrete bed and backing grade 20/20 m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROAD AND PAVINGS Ancillaries Traffic signs conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 2 (Regulatory Warning and Informatory Signs); sign plates using class 1 reflective material to BS 873 Part 6 R811.1 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS102(6) nr *** *** *** R811.2 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS109 nr *** *** *** R811.3 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS182(6) nr *** *** *** R811.4 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS407 nr *** *** *** R811.5 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS410 nr *** *** *** R811.6 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS411(9) nr *** *** *** R811.7 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS518 nr *** *** *** R811.8 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS604(7) nr *** *** *** R811.9 non-illuminated; road traffic (traffic control) regulations 1989 edition figure nr. TS737(4) nr *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries (Cont'd) Surface markings conforming to the diagrams or references stated in the item descriptions, which are taken from the Transport Planning and Design Manual, Volume 3 Chapter 5 - Road Markings (April 1987); using reflectorised thermoplastic materials in accordance with BS 3262 R823.1 letters and shapes; road traffic (traffic control) regulations 1989 edition figure nr. RM1115 nr *** *** *** R823.2 SLOW in English letters and Chinese characters; road traffic (traffic control) regulations 1989 edition figure nr. RM1141 nr *** *** *** R824 continuous lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1001 m *** *** *** R825.1 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1013 m *** *** *** R825.2 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1104 m *** *** *** R825.3 intermittent lines; road traffic (traffic control) regulations 1989 edition figure nr. RM1106 m *** *** *** PAINTING Polyurethane paint: first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MT0 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------------- MISCELLANEOUS WORK Safety fences Untensioned corrugated beam barriers; hot-dip galvanized to BS 729; fixed to and including hot-dip galvanized steel Grade 43A posts with and including 310 x 310 x 950 mm deep concrete grade 20/20 footings at 2000 mm centres X181 exposed overall height 0.757 m m *** *** *** --------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** -----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.1 L4.1 : Roadworks ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.1 : Roadworks Page No. LSL4.1/1 *** Page No. LSL4.1/2 *** Page No. LSL4.1/3 *** page No. LSL4.1/4 *** Page No. LSL4.1/5 *** Page No. LSL4.1/6 *** Page No. LSL4.1/7 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.1 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - PIPES Concrete pipes; Class L; unreinforced to BS 5911:Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 225 mm I222.1 in trenches depth not exceeding 1.5 m; gully connections m *** *** *** I222.2 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.1 in trenches depth 1.5-2 m; gully connections m *** *** *** I223.2 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** Concrete pipes; Class M; unreinforced to BS 5911:Part 100; flexible spigot and socket lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Nominal bore; 300 mm I222.3 in trenches depth not exceeding 1.5 m; between manholes and/or other drainage chambers m *** *** *** I223.3 in trenches depth 1.5-2 m; between manholes and/or other drainage chambers m *** *** *** Nominal bore; 375 mm I234 in trenches depth 2-2.5 m; between manholes and/or other drainage chambers m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - PIPES PIPEWORK - FITTINGS AND VALVES Concrete pipes; Class L; unreinforced to BS 5911: Part 100; flexible spigot and socket joints; lined with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification Clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J221 nominal bore; 225 mm nr *** *** *** Straight specials; rocker pipes J281 nominal bore; 225 mm nr *** *** *** Concrete pipes; Class M; unreinforced to BS 5911:Part 100; flexible spigot and socket joints; with polyvinyl chloride (PVC) or high density polyethylene (HDPE); as Specification clause 6.3.01 Junctions and branches; including forming perforations, trimming and haunching with concrete bandage J222 nominal bore; 300 mm nr *** *** *** J223 nominal bore; 375 mm nr *** *** *** Straight specials; rocker pipes J282 nominal bore; 300 mm nr *** *** *** J283 nominal bore; 375 mm nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Manholes (Cont'd) In situ concrete; type D; chamber size 750 x 750 mm; as D.S.D. Standard Drawing nr. DS 1004 K131.2 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 975 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K131.3 depth not exceeding 1.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1050 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.3 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** In situ concrete; type E; chamber size 1125 x 1350 mm; as D.S.D. Standard Drawing nr. DS 1005 K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK- MANHOLES AND PIPEWORK ANCILLARIES Gullies K330.1 In situ concrete untrapped; removable cast iron grating and frame; as HyD Standard Drawing nr. H3109, H3117 and H3118; 225 mm outlet diameter nr *** *** *** K330.2 In situ concrete untrapped; removable cast iron grating, frame and overflow weir; as HyD Standard Drawing nr. H3109, H3117, H3118 and H3123; 225 mm outlet diameter nr *** *** *** French drains, rubble drains, ditches and trenches Rectangular section ditches lined; concrete grade 20/20; 150 mm thick to bottom and both sides with U-shaped invert; as Drawing nr. LCC300/31/C35/101 K451 cross-sectional area not exceeding 0.25 m2; waterway 300 mm wide m *** *** *** K452.1 cross-sectional area 0.25-0.5 m2; waterway 300 mm wide m *** *** *** K452.2 cross-sectional area 0.25-0.5 m2; waterway 375 mm wide m *** *** *** Other pipework ancillaries Connections to existing live nullahs; including forming and trimming perforations in existing structure, building in and haunching around pipes, sealing up and making good upon completion of work; as Drawing nr. LCC300/31/C35/120 K863 pipe bore 300-600 mm nr *** *** *** PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B; 100 mm thick Imported granular material; type A ??32 nominal bore 200-300 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; Class B (Cont'd) Imported granular material; type A (Cont'd) L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing nr. DS 1048 m *** *** *** Surrounds Mass concrete; grade 20/40 L542 nominal bore 200-300 mm; bed depth 150 mm; as HyD Standard Drawing nr. H3130 m *** *** *** MISCELLANEOUS METALWORK Other miscellaneous metalwork N990.1 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 300 mm wide m *** *** *** N990.2 Ditch fittings; hinged grating and frame; cast iron; grating in 500 mm (maximum) unit length x 25 mm thick; as Drawing nr. LCC300/31/C35/101; for waterway 375 mm wide m *** *** *** N990.3 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 300 x 200 mm high (overall) (approximate) nr *** *** *** N990.4 Ditch fittings; trapping grille for U-shaped waterway; mild steel; 16 mm diameter top rail and 12 mm diameter vertical grille bars at 75 mm centres; as Drawing nr. LCC300/31/C35/101; exposed size 375 x 200 mm high (overall) (approximate) nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.2 L4.2 : Underground Drainage ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.2 : Underground Drainage Page No. LSL4.2/1 *** Page No. LSL4.2/2 *** Page No. LSL4.2/3 *** page No. LSL4.2/4 *** Page No. LSL4.2/5 *** Page No. LSL4.2/6 *** Page No. LSL4.2/7 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSML4.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- EARTHWORKS Filling ancillaries E790 Geosynthetic reinforcement; surface erosion control geotextiles; tensile strength of 200kN/m (minimum) m2 *** *** *** Landscaping E820.1 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2 m2 *** *** *** E820.2 Hydroseeding; including all species during summer at 25g/m2 and winter at 30g/m2; inclined at an angle exceeding 10 degrees to the horizontal m2 *** *** *** E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** *** E850.2 Shrubs; Hibiscus rosa sinensis; size 600 x 500 mm; pot-grown nr *** *** *** E850.3 Shrubs; Hymenocallis americana; size 500 x 500 mm; pot-grown nr *** *** *** E850.4 Shrubs; Ligustrum sinense; size 600 x 500 mm; pot-grown nr *** *** *** E850.5 Shrubs; Melastoma candida; size 600 x 500 mm; pot-grown nr *** *** *** E850.6 Shrubs; Melastoma sanquineum; size 600 x 500 mm; pot-grown nr *** *** *** E850.7 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** *** E850.8 Shrubs; Schefflera arboricola; size 800 x 600 mm; pot-grown nr *** *** *** E860 Trees; Cinnamomum camphora; heavy standard size; root balled nr *** *** *** MISCELLANEOUS METALWORK Galvanized mild steel Miscellaneous framing N161 angle iron stakes; 50 x 50 x 3 mm; including approved ties and spacers m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL4.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- ROADS AND PAVINGS Sub-bases, flexible road bases and surfacing Granular material as per General Specification clause 6.07 R113 depth 60-100 mm m2 *** *** *** Concrete pavements Other in situ concrete slabs; grade 30/20 R433 depth 60-100 mm m2 *** *** *** R480 Waterproof membranes below concrete pavements; impermeable polythene sheeting 0.125 mm nominal thickness m2 *** *** *** Kerbs, channels and edgings Precast concrete edging kerbs of Highways Dept. types E1, E2 and E3; 50 x 150 mm high ??31 straight or curved to radius exceeding 12 m; including cement and sand (1:3) bedding, and concrete bed and haunch grade 20/20 m *** *** *** PAINTING Epoxy paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.3 : Hard and Soft Landscaping Page No. LSL4.3/1 *** Page No. LSL4.3/2 *** Page No. LSL4.3/3 *** Page No. LSL4.3/4 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- DEMOLITION AND SITE CLEARANCE Other structures Reinforced concrete; culvert head walls and slabs D521 volume not exceeding 50 m3 sum *** *** *** Metal; railings D549.1 exposed height 1 m m *** *** *** Metal; security grille D549.2 exposed height 2.55 m m *** *** *** IN SITU CONCRETE Provision of concrete designed mix F220.1 Class: 20/20; concrete category B m3 *** *** *** F220.2 Class: 20/20; concrete category C m3 *** *** *** F240 Class: 40/20; concrete category B m3 *** *** *** Placing of mass concrete Blinding; concrete category C F511 thickness not exceeding 150 mm m3 *** *** *** Bases, footings, pile caps and ground slabs; concrete category B F522 thickness 150-300 mm m3 *** *** *** Placing of reinforced concrete F680.1 Other concrete forms; double cell box culvert internal dimensions 3.625 m average wide x 2 m high and 3.925 m average wide x 2 m high; wall thickness 400 mm and 300 mm; slab thickness 550 mm; concrete category B m3 *** *** *** F680.2 Other concrete forms; channels; slab and wall thickness 400 mm; concrete category B m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G343.1 width 0.2-0.4 m m2 *** *** *** G344 width 0.4-1.22 m m2 *** *** *** G345.1 width exceeding 1.22 m m2 *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish; type F2 Vertical G343.2 width 0.2-0.4 m m2 *** *** *** Formwork finish; type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Sloping G324 width 0.4-1.22 m m2 *** *** *** Vertical G345.2 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to CS2 1995 G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** Construction joints Open surface with filler; 25 mm thick approved compressible inorganic joint filler G621.1 average width not exceeding 0.5 m m2 *** *** *** G622.1 average width 0.5-1 m m2 *** *** *** Plastic or rubber waterstops G654 200-300 mm wide; including centre bulb m *** *** *** Sealed rebates or grooves G670.1 approved light grey polysulphide sealant 25 x 25 mm; with and including primer and self-adhesive bond breaking tape m *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Construction joints (Cont'd) Dowels; 25 mm diameter galvanized mild steel bars G682.1 sleeved; 650 mm long; cast into one side of joint, other side with and including cast in preformed PVC tight fitting sleeve and compressible end filler nr *** *** *** Movement joints Open surface with filler; 25 mm thick approved compressible joint filler G621.2 average width not exceeding 0.5 m m2 *** *** *** G622.2 average width 0.5-1 m m2 *** *** *** Sealed rebates or grooves G670.2 approved light grey polysulphide sealant 25 x 25 mm; on and including polyethylene tape bond breaker m *** *** *** Dowels; 25 mm diameter galvanized mild steel bars G682.2 sleeved; 700 mm long; cast into one side of joint, other side with and including cast in preformed PVC tight fitting sleeve nr *** *** *** Concrete accessories Finishing of formed surfaces G823 scabbled finish m2 *** *** *** Inserts G832.1 other inserts; unplasticized polyvinyl chloride pipe sleeves through reinforced walls; 75 mm diameter x 500 mm long; projecting from two surfaces of the concrete; weep holes nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Concrete accessories (Cont'd) Inserts (Cont'd) G832.2 other inserts; fix and cast in only 20 mm diameter set bolts through reinforced ground slabs; projecting from one surface of the concrete nr *** *** *** G832.3 other inserts; fix and cast in only 4 nr. 20 mm diameter set bolts through reinforced ground slabs; projecting from one surface of the concrete nr *** *** *** Grouting under base plates G842 area 0.1-0.5 m2; 40 mm thick concrete grout; grade 30/20D nr *** *** *** STRUCTURAL METALWORK Fabrication of members for security grille; weldable structural steel Grade 43A to BS 4360 Columns; 203 x 203 mm x 46.1 kg/m universal beams M311.1 straight on plan t *** *** *** Columns; 305 x 165 mm x 40.3 kg/m universal beams M311.2 straight on plan t *** *** *** Beams; 203 x 203 mm x 46.1 kg/m universal columns M321.1 straight on plan t *** *** *** Beams; 254 x 127 mm x 45 kg/m structural tees M321.2 straight on plan t *** *** *** Beams; 102 x 51 mm channels M321.3 straight on plan t *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for security grille; weldable structural steel Grade 43A to BS 4360(Cont'd) Beams; 305 x 102 mm channels M321.4 straight on plan t *** *** *** Beams; 50 x 50 x 6 mm thick angles M321.5 straight on plan t *** *** *** Floor joists; 20 x 50 mm flats M361.1 straight on plan t *** *** *** Vertical rails; 20 x 50 mm flats M361.2 straight on plan t *** *** *** M380 Anchorages and holding down bolt assembles; comprising 4 nr. 20 mm diameter Grade 8.8 set bolts and 300 x 600 x 25 mm thick base plate nr *** *** *** Erection of members for security grille; weldable structural steel Grade 43A to BS 4360 M620 Permanent erection t *** *** *** Site bolts; Grade 8.8 M642 diameter 16-20 mm nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Mild steel to BS 4360; Grade 43; hot dip galvanized after fabrication to BS 729 N130 Approved inclined step ladders to security grille; m *** *** *** Railings; Type 2; comprising 40 x 15 mm flat top and bottom rails, 16 mm diameter rod or 15 x 15 mm bar balusters at 115 mm centres, and 40 x 40 mm bar standards at 1500 mm centres; including bolts and all necessary accessories N140 exposed height 1000 mm m *** *** *** N180 Expanded walkway panel or other equal and approved open grid flooring to security grille m2 *** *** *** N190.1 Rails; 50 mm diameter x 800 mm girth tubes nr *** *** *** N190.2 Step irons; 20 mm diameter x 800 mm girth rods nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PAINTING Nitoprime zinc rich paint; in one coat Reinforcement bars; surface cleaned to bright metal V115 Isolated surfaces of width or girth not exceeding 500 mm m2 *** *** *** System E painting system; comprising Rustoleum or other rust inhibitor paint, zinc phosphate primer, two undercoats of micaceous iron oxide paint, and one finishing coat of oil based paint or micaceous iron oxide paint; as Standard Specification Section 30 clause 30.9.01 V370 Metal sections m2 *** *** *** Polyurethane paint; first coat of 2 pack epoxy zinc phosphate 70 microns (KP1A), second coat of 2 pack high build epoxy MIO 100 microns (KU1D) and finishing coat of 2 pack high build polyurethane 50 microns (KU2B) V770 Metal sections m2 *** *** *** SPECIALIST ARCHITECTURAL METALWORK AH100 Galvanized mild steel hinged doors with lockable mechanism to security grille; 800 x 800 mm; welded with 20 x 50 mm steel flats at 170 mm centres nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.4 : Ha Wan Channel Culvert Extension Page No. LSL4.4/1 *** Page No. LSL4.4/2 *** Page No. LSL4.4/3 *** Page No. LSL4.4/4 *** Page No. LSL4.4/5 *** Page No. LSL4.4/6 *** Page No. LSL4.4/7 *** Page No. LSL4.4/8 *** Page No. LSL4.4/9 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category B m3 *** *** *** Placing of mass concrete Bases, footings, pile caps and ground slabs; concrete category B F522 thickness exceeding 150-300 mm m3 *** *** *** Columns; concrete category B F552 cross-sectional area 0.03-0.1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F1 Vertical G341.1 width not exceeding 0.l m m *** *** *** G343 width 0.2-0.4 m m2 *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.1 width 0.2-0.4 m m2 *** *** *** Formwork finish: type F2 Vertical G341.2 width not exceeding 0.l m m *** *** *** Curved cylindrical to one radius in one plane; radius 1 m G353.2 width 0.2-0.4 m m2 *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.O : 26 April 2002 LSL4.5/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Drawpits In situ concrete; for road lighting; type P1; as Drawing nr. PL2-91 K231.1 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; type P2; as Drawing nr. PL2-91 K231.2 depth not exceeding 1.5 m nr *** *** *** In situ concrete; for road lighting; as Drawing nr. DP/G/95-118 to 120 K231.3 depth not exceeding 1.5 m nr *** *** *** Bases for public lighting controller In situ concrete; for road lighting; including 4 nr. 16 mm diameter cast-in Rawlbolts as Drawing nr. LCC300/31/C19/201 K231.4 depth not exceeding 1.5 m nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.O : 26 April 2002 LSL4.5/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Ducts; unplasticized polyvinyl chloride to BS 3506:1969 Class B: solvent welded joints to BS 4346 Part.1: with draw wire Cable ducts 1 way; nominal bore 100 mm K512.1 in trenches depth not exceeding 1.5 m; for road lighting m *** *** *** K512.2 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** Ducts; steel pipes; to BS 1387, medium grade; galvanized to BS 729; screwed joints; with draw wire Cable ducts 1 way; nominal bore 150 mm K512.3 in trenches depth not exceeding 1.5 m; for road lighting; in shared trench laid with second duct m *** *** *** MISCELLANEOUS METALWORK Stainless steel Cladding panels 3 mm thick N110 isolated columns; curved m2 *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.5/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.5/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.5 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.5/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.5 L4.5 : BWIC with Services ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4. 5 : BWIC with Services Page No. LSL4.5/1 *** Page No. LSL4.5/2 *** Page No. LSL4.5/3 *** Page No. LSL4.5/4 *** Page No. LSL4.5/5 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.5 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.5/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile iron sleeve pipe Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed- joints Nominal bore; 20 mm I411 not in trenches; vertical extensions of pipes below ground m *** *** *** I412.1 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** Nominal bore; 50 mm I412.2 in trenches depth not exceeding 1.5 m; irrigation system m *** *** *** PIPEWORK - FITTINGS AND VALVES Steel pipes; to BS 1387, medium grade; galvanised to BS 729; screwed joints Bends J311.1 nominal bore; 20 mm nr *** *** *** J311.2 nominal bore; 50 mm nr *** *** *** Junctions and branches J312 nominal bore; 50 mm nr *** *** *** Valves and penstocks Gate valves: hand operated J811 nominal bore 50 mm nr *** *** *** Loose jumper stop cocks J891.1 nominal bore 50 mm nr *** *** *** Watertaps with lockable device J891.2 nominal bore 20 mm nr *** *** *** Water meters J891.3 nominal bore 50 mm nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL4.6/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Water meter boxes In situ concrete; 500 x 1200 x 1000 mm high overall on 800 x 1200 x 150 mm thick footing; complete with 3 mm thick stainless steel hinged cover with polycarbonate viewing panel and stainless steel grilles K231 depth not exceeding 1.5 m nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.6/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.6/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.6 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.6/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.6 L4.6 : Irrigation ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.6; Irrigation Page No. LSL4.6/1 *** Page No. LSL4.6/2 *** Page No. LSL4.6/3 *** Page No. LSL4.6/4 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.6 *** ---------- Rev.0 : 26 April 2002 LSL4.6/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Drainage Y129 Monitoring pits; as drawing nr. LCC300/31/C15/201 to 204 (ref.:DSD) sum *** Electric Y135.1 LV overhead and underground power cables with associated posts and drawpits; as drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-LV) sum *** Y135.2 11kV overhead and underground power cables with associated post and drawings and drawing nr. LCC300/31/C15/207 to 210, Appendix M to Particular Specification (ref.:CLP-11kV) sum *** Y135.3 132kV underground power cables as drawing nr. LCC300/31/C15/207 to 210 Appendix M to Particular Specification (ref.:CLP-132kV) sum *** Y135.4 CLP Fibre optic cables as drawing nr.LCC300/31/C15/207 to 210 and Appendix M to Particular Specification sum *** Y135.5 Road signs; as drawing nr. LCC300/31/C19/701 to 705 (ref.:TD) sum *** Communication Y620.1 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:H) sum *** Y620.2 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:T&T) sum *** Y620.3 Telecommunication; telephone ducts and draw pits as drawing nr. LCC300/31/C15/206 to 210 (ref.:HKT) sum *** Y620.4 Telecommunication; telephone overhead cable and posts; as drawing nr. LCC300/31/C15/208 to 209 (ref.:HKT-P) sum *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.7/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.7/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.7 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.7/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.7; Diversion of Utilities Page No. LSL4.7/1 *** Page No. LSL4.7/2 *** Page No. LSL4.7/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.7 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.7/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - PIPES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar lining Nominal bore; 150 mm I312 in trenches depth not exceeding 1.5 m; incoming water mains m *** *** *** PIPEWORK - FITTINGS AND VALVES Ductile spun iron pipe to BS 4772 Class K9; flanged joints; cement mortar 1ining Bends J311.1 nominal bore; 150 mm nr *** *** *** Bends; with duckfoot J311.2 nominal bore; 150 mm nr *** *** *** Double collars J341 nominal bore; 150 mm nr *** *** *** Valves and penstocks Gate valves hand operated J811 nominal bore 150 mm nr *** *** *** Fire hydrants; mounted on ground; as W.S.D. Standard Drawing nr. 4.2A J891 nominal bore 150 mm nr *** *** *** PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES Valve pits Precast concrete assemblies; chamber size 300 x 300 mm; with in-situ concrete surrounds to pipes; as Drawing nr. LCC300/31/C15/501 K231 depth not exceeding 1.5 m; cast iron surface box as W.S.D. Standard Drawing nr. 7.26 nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.8/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION Beds; 100 mm thick Mass concrete L341 nominal bore not exceeding 200 mm m *** *** *** Concrete stools and thrust blocks; for bends Volume 0.2-0.5 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L731 nominal bore not exceeding 200 mm nr *** *** *** Volume 1-2 m3; mass concrete grade 30/20; as Drawing nr. LCC300/31/C15/501 L751 nominal bore not exceeding 200 mm nr *** *** *** --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.8/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.8/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.8 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.8/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.8 L4.8: Fire Hydrants ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.8 : Fire Hydrants Page No. LSL4.8/1 *** Page No. LSL4.8/2 *** Page No. LSL4.8/3 *** Page No. LSL4.8/4 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.8 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.8/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- UTILITIES Diversion of existing services Communications; systems of PCCW-HKT Telephone Limited; as Drawing LCC300/31/C15/207 to 210 Y162.1 telecommunications sum --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.9/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charge shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.9/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL4.9 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.9/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW) (Option 1) Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL4.9 : Diversion of Existing Telephone Utilities Page No. LSL4.9/1 *** Page No. LSL4.9/2 *** Page No. LSL4.9/3 *** ------------------------------------------------------------------------------ Total of Lump Sum Item LSL4.9 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL4.9/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F220 Class: 20/20; concrete category C m3 *** *** *** F250 Class: 45/20; concrete category B m3 *** *** *** Placing of mass concrete Class: 20/20; concrete category B F511 thickness not exceeding 150 mm m3 *** *** *** Placing of reinforced concrete Bases, footings, pile caps and ground slabs; concrete category B F622 thickness 150-300 mm m3 *** *** *** F624 thickness exceeding 500 mm m3 *** *** *** Walls; concrete category B F641 thickness 150 - 300 mm m3 *** *** *** Tie beams; concrete category B ??65 cross-sectional area exceeding 1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F1 Vertical G345 width exceeding 1.22 m m2 *** *** *** Formwork finish; type F5 Vertical G344 width 0.4-1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Reinforcement (Cont'd) Deformed high yield steel bars to BS 4449(Cont'd) G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** G527 nominal size 40 mm t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.1 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.1 L5.1 : Substructure ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL5.1 : Substructure Page No. LSL5.1/1 *** Page No. LSL5.1/2 *** Page No. LSL5.1/3 *** Page No. LSL5.1/4 *** -------------------------------------------------------------------- Total of Lump Sum Item LSL5.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F250 Class: 45/20; concrete category B m3 *** *** *** Placing of reinforced concrete Suspended slabs; concrete category B F632 thickness 150-300 mm m3 *** *** *** Walls; concrete category B F642 thickness 150-300 mm m3 *** *** *** Columns; concrete category B F654 cross-sectional area 0.25-1 m2 m3 *** *** *** Other concrete forms; steps, stairs and landings; concrete category B F681 waist; 150 - 300 mm m3 *** *** *** Other concrete forms; corbels; concrete category B F684 cross-sectional area 0.25-1 m2 m3 *** *** *** CONCRETE ANCILLARIES Formwork finish: type F4 Horizontal G315 width exceeding 1.22 m m2 *** *** *** Sloping G325 width exceeding 1.22 m m2 *** *** *** Vertical G342.1 width 0.1-0.2 m m *** *** *** G344 width 0.4-1.22 m m2 *** *** *** Concrete components of constant cross-section G381.1 beams; 300 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G381.2 beams; 400 x 600 mm deep; integral with 225 mm thick slab m *** *** *** G382 columns; 500 x 600 mm m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CONCRETE ANCILLARIES Formwork finish: type F 5 Horizontal G312 width 0.1-0.2 m m *** *** *** Vertical G342.2 width 0.1-0.2 m m *** *** *** G342.3 width exceeding 1.22 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10 mm t *** *** *** G522 nominal size 12 mm t *** *** *** G523 nominal size 16 mm t *** *** *** G524 nominal size 20 mm t *** *** *** G525 nominal size 25 mm t *** *** *** G526 nominal size 32 mm t *** *** *** Steel fabric to BS 4483 G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** *** Concrete accessories Finishing of top surfaces G813 class U2 finishes m2 *** *** *** Inserts G832 other inserts; 19 mm diameter x 100 mm long Grade 410 shear studs with 30 mm diameter x 8 mm thick head through reinforced slabs or beams; totally within the concrete Volume nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of main members for link bridge; weldable structural steel Grade 50C to BS 4360 Rolled sections; 203 x 133 mm x 25 kg/m universal beams M111.1 straight on plan t *** *** *** Rolled sections; 305 x 165 mm x 40 kg/m universal beams M111.2 straight on plan t *** *** *** Rolled sections; 838 x 292 mm x 175 kg/m universal beams M111.3 straight on plan t *** *** *** Rolled sections; 914 x 419 mm x 388 kg/m universal beams M111.4 straight on plan t *** *** *** Rolled sections; 1371 x 419 mm x 388 kg/m universal beams M111.5 straight on plan t *** *** *** M111.6 straight on plan; castellated Member t *** *** *** Flats; 100 x 8 mm thick M121.1 straight on plan t *** *** *** Flats; 100 x 10 mm thick M121.2 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of main members for link bridge; weldable structural steel Grade 50C to BS 4360(Cont'd) Plates; 6 mm thick M121.3 straight on plan t *** *** *** Plates; 8 mm thick M121.4 straight on plan t *** *** *** Plates; 10 mm thick M121.5 straight on plan t *** *** *** Plates; 16 mm thick M121.6 straight on plan t *** *** *** Plates; 20 mm thick M121.7 straight on plan t *** *** *** Plates; 35 mm thick M121.8 straight on plan t *** *** *** Square hollow sections; 150 x 150 x 6.3 mm thick M131.1 straight on plan t *** *** *** Square hollow sections; 400 x 400 x 16 mm thick M131.2 straight on plan t *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Erection of members for link bridge; weldable structural steel Grade 50C to BS 4360 L520 Permanent erection t *** *** *** Site bolts; Grade 8.8 L541 diameter not exceeding 16 mm nr *** *** *** L542 diameter 16 - 20 mm nr *** *** *** L543 diameter 20 - 24 mm nr *** *** *** MISCELLANEOUS METALWORK Stainless steel Bridge bearings N169.1 marks LB1 and LB2; 500 x 500 x 110 mm high overall; fixed rotation and translation class; pot bearing class; including bolts and washers nr *** *** *** N169.2 marks LB3 and LB4; 500 x 500 x 110 mm high overall; guided rotation and translation class; constrained pot sliding bearing class; including bolts and washers nr *** *** *** Galvanized Steel 'Bondek II' profiled sheeting or other equal and approved; 0.75 mm thick; with 55 mm overall high embossed dovetail ribs and 28 mm wide flutes N170 under suspended concrete slabs m2 *** *** *** ARCHITECTURAL COATINGS AND SPECIAL FINISHES 'Monokote' two hour fire protection paint or other equal and approved AT970 Metal sections m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.2 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.2 L5.2 : Superstructure ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL5.2 : Superstructure Page No. LSL5.2/1 *** Page No. LSL5.2/2 *** Page No. LSL5.2/3 *** Page No. LSL5.2/4 *** Page No. LSL5.2/5 *** Page No. LSL5.2/6 *** Page No. LSL5.2/7 *** -------------------------------------------------------------- Total of Lump Sum Item LSL5.2 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of reinforced concrete Curbs; concrete category B F690 thickness 150-300mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G343 width 0.2-0.4 m m2 *** *** *** Reinforcement Deformed high yield steel bars to BS 4449 G521 nominal size not exceeding 10mm t *** *** *** G522 nominal size 12mm t *** *** *** PRECAST CONCRETE Slabs; concrete class 40/20 Area not exceeding 1m2 H511 mass not exceeding 250kg nr *** *** *** MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladder; stringers 40mm diameter; min. 3mm thick; rungs 20mm diameter N130.1 type 2; as Drawing nr LCC300/31/A24/502, 504-505 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel (Cont'd) Handrails; comprising 50mm diameter; 2mm thick (min) handrails; 15mm diameter brackets at 900mm approximate centres; 50mm diameter x 4mm thick cover plate; including bolts, rivets and all necessary fixings and fixing devices N140 as Drawing nr LCC300/31/A15/242 m *** *** *** Miscellaneous framing; welded and bolted connection Stainless Steel Ladder; stringers 40mm diameter; min. 3mm thick; rungs 20mm diameter; including safety hoops and return stringers N130.2 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** *** BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness; 140mm U511 vertical straight walls m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300 mm wide m *** *** *** U583 movement joints; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 (Cont'd) Ancillaries (Cont'd) U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; one coat thinned with water in accordance with the manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; one coat thinned with water in accordance with the manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section M60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Epoxy resin paint; with two component epoxy based primer and multi-component epoxy top coat; as Architectural Specification section 67.7 Cement and sand screed with anti-dust sealer V791 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PAINTING Synthetic paint; one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section M60 Metal other than metal sections and pipework V911 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** V914 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** Anti-dust sealer; one polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m *** *** *** Granolithic screed V995 isolated surfaces of width of girth not exceeding 500 mm m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- WATERPROOFING Roofing; to type 1 roofing; as Appendix AA to Particular Specification, section J41, and Drawing nr LCC300/31/A31/101-103 Waterproofing covering; proprietary sheet membrane to the approval of Engineer; two coats W331 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W336 surfaces of width not exceeding 300mm m *** *** *** Sand and cement screed; fall 1 in 90; 25mm(min) thick; to receive waterproofing covering W391.1 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Rendering in proprietary waterproof cement render; 25mm (min) thick including sealant joint fillers; on waterproofing covering W366 surfaces of width not exceeding 300mm; on waterproofing covering m *** *** *** W367 surface of width 300 - 1m m *** *** *** 50mm thick extruded rigid polystyrene insulation board W391.2 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Protective layers; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/31/A31/101-103 Sand and cement screed; 25mm (min) thick; to receive roof tiling W441 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- ROOF TILING AND METAL ROOF CLADDING Roof tiling Precast reinforced concrete tiles to BS 368; to the Engineer's approval; size: 300 x 300 x 50mm AA111 upper surface inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Roof cladding Profiled aluminium cladding; with type 3 roofing; including but not limited to galvanised steel supports with PVC separators, stainless steel fixing, steel primary frame intumescent paint finished, including purlins, framing, vapour barrier, thermal insulation and all necessary accessories and sealant; as Appendix AA to Particular Specification, section H31 and J40 and Drawing nr LCC300/31/A31/301 AA331 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** CARPENTRY AND JOINERY Fittings Supervisor desk counter; plastic laminated plywood; with stainless steel hairline finish; corian bench top; 2 drawers; including E&M fixture and fittings; as Drawing nr LCC300/31/A60/721 AC720 type T3K2; overall size 1200 x 475 x 1050mm high nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.3 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319 type L1; fixed to galvanised steel nr *** *** *** Bolts AD339.1 type FB1; fixed to galvanised steel nr *** *** *** Panic bolt AD339.2 type ED2; fixed to galvanised steel nr *** *** *** AD339.3 type ED2; fixed to stainless steel nr *** *** *** AD339.4 type ED3; fixed to galvanised steel nr *** *** *** AD339.5 type ED3; fixed to stainless steel nr *** *** *** Closers and selectors; as Appendix AA to Particular Specification, section P21 Door closers AD490.1 type CL1A; fixed to galvanised steel nr *** *** *** AD490.2 type CL1A; fixed to stainless steel nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Handles with backplates; as Appendix AA to Particular specification section P21 Pull handles AD520 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised Steel nr *** *** *** Push plates; as Appendix AA to Particular Specification section p21 AD600 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanized steel nr *** *** *** Kick plates; Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 965 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.2 Type K1; 1040 x 200 x 1.6mm thick; fixed to galvanized steel nr *** *** *** AD700.3 Type K1; 1365 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** Wall bumper AD840 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** Threshold AD890.1 type T1; fixed to galvanised steel nr *** *** *** AD890.2 type T1; fixed to stainless Steel nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Dust proof strike AD890.3 type ECS nr *** *** *** Co-ordinator AD890.4 type DC1 nr *** *** *** METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE100.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE100.2 1950mm width x 2150mm high nr *** *** *** AE100.3 2600mm width x 2150mm high nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE300 1050mm width x 2250mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type A AE310 2750mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.2 2750mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** METAL SHUTTERS, WINDOWS AND LOUVERS Windows Windows; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 AF209 PVF2 coated aluminium; size 2400 x 1200mm high nr *** *** *** METAL CLADDING System metal cladding Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 AG161.1 walls and attached columns m2 *** *** *** 0.5-1.0m2 panels; AG161.2 walls and attached columns m2 *** *** *** 1.0-1.5m2 panels; AG161.3 walls and attached columns; m2 *** *** *** 1.5-2.0m2 panels ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- METAL CLADDING metal cladding (Cont'd) Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500 panels; 150mm thick (overall); on anti-drumming backing board with vapour control layer; consisting 1.2mm decarbonized steel sheet; 2mm thick hexagon aluminium honeycomb with 0.5mm thick colour coated steel sheet; including sealants and all other necessary fixing accessories and supports; as Appendix AA to Particular Specification, section H31 (Cont'd) AG161.4 walls and attached columns; 2.0-2.5m2 panels m2 *** *** *** AG161.5 walls and attached columns; 2.5-3.0m2 panels m2 *** *** *** AG161.6 walls and attached columns; 3.6m2 panels m2 *** *** *** AG161.7 walls and attached columns; 3.9m2 panels m2 *** *** *** Proprietary aluminium sheets to edge beam; including mastic joint; stainless steel brackets and all structural framing; as Appendix AA to Particular Specification, section H31 and Drawing nr LCC300/31/A23/201 AG175 copings; approximate size 1705 x 1390mm high (extreme) m *** *** *** SPECIALIST ARCHITECTURAL METALWORK Metal access panel doors AH100 Access hatch cover; galvanised iron; approximate 900 x 900mm; including base frame; latch; tongue and associate ironmongery as Drawing nr LCC302/31/A24/403 nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal fire hose reel cabinets Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; all associated ironmongery AH200.1 size 1190 x 860 x 150mm thick; as Drawing nr LCC300/31/A24/301 and 302 nr *** *** *** AH200.2 type T9C1; size 1190 x 1010 x 150mm thick; as Drawing nr LCC300/31/A60/342 nr *** *** *** Ancillaries AH890 Stainless steel framed fire services inlet door; with 6mm wired toughened glass panel; screen printed signage; as Drawing nr LCC300/31/A24/305 nr *** *** *** SIGNS AND ADVERTISING PANELS Signs Non-illuminated; vinyl graphics; as Drawing nr. LCC300/31/A70/001 AI120.1 escape door signs nr *** *** *** AI120.2 hose reel signs nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ110 15 mm thick; to wall of hose reel cabinet m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122 10 mm thick; to receive emulsion paint m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.3/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Wall and columns (Cont'd) Wall linings AJ163.1 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** Floors Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** *** Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.2 with steel fabric reinforcement; 100 mm thick; to receive anti-dust sealer with epoxy floor coating m2 *** *** *** AJ232.3 with steel fabric reinforcement; 150 mm thick; to receive anti-dust sealer m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSF1.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** *** Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams: 3.5 - 5m Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ321.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Linings AJ369 acoustic panels; comprising 0.5 mm thick G.I. perforated sheets on and including 25 x 50 x 25 x 1.2 mm thick G.I. Z-channels, with 60kg/m x 50 mm thick fibreglass, anchored to reinforced concrete structural soffits; in accordance with Particular Specification clause P35 and drawings LCC300/31/A60/780-784 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERTNG, RENDERING AND WALL LININGS Stairs and steps Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** *** Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like surface channel (fall 1:100) proprietary waterproof render including sealant joint; as Drawing nr LCC300/31/A31/002 AJ710.1 450mm wide x 25mm (min) deep channel m *** *** *** Surface channel (fall 1:100) proprietary waterproof render; including sealant joint; to type 1 roofing; as Appendix AA to Particular Specification, section J41 and Drawing nr LCC300/A31/101-103 AJ710.2 300mm wide x 25mm(min) deep channel m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** AJ740.2 25mm thick; 150 mm high skirting; with stair gutter 150 mm wide and 5 mm deep m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS skirtings, kerbs, channels, wall strings open strings, curb strings, cornices, mouldings and the like Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 (Cont'd) AJ740.3 40mm thick; 60 mm high kerb with stair gutter 150 mm wide and 5 mm deep m *** *** *** AJ740.4 20mm thick stair cheek m2 *** *** *** TILING Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** *** Sundries Proprietary carborondom slip resistant nosing AK810 50mm wide; mechanically fixed to treads; fixing allow future installation of replacemnet nosings; as drawing nr LCC300/31/A15/270-272 m *** *** *** CEILING SYSTEMS Perforated G.M.S. metal panel; type 1; 2000 x 595 mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; G.M.S. rod hangers; as Appendix AA to Particular specification, section K40 Depth of suspension: 3000 - 3500mm AM330.1 1.2 mm thick m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CEILING SYSTEMS Perforated G.M.S. metal panel; type l; 2200 x 595 mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; to reinforced concrete structural soffit; suspended 3.5 m- 5 m above ground; G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 2000 - 2500 mm AM330.2 1.2 mm thick m2 *** *** *** Depth of suspension: 2500 - 3000 mm AM330.3 1.2 mm thick m2 *** *** *** Perforated G.M.S. metal panel; type 1; 2200 x 595 mm wide; require 12% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self draining; as Appendix AA to Particular Specification, section K40 Bulkheads AM350 1.2 mm thick m2 *** *** *** CURTAIN WALLING Vision areas Framing; PVF2 coated aluminium; 3mm (minimum) thick film; manufacturer and fixing to the Engineer's approval; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101, 119 AP110.1 size of typical bay 1200 x 1055mm high m2 *** *** *** AP110.2 size of typical bay 1200 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- CURTAIN WALLING Vision areas (Cont'd) Framing; PVF2 coated aluminium; 3mm (minimum) thick film; manufacturer and fixing to the Engineer's approval; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101, 119 (Cont'd) AP110.3 size of typical bay 1418 x 1055mm high m2 *** *** *** AP110.4 size of typical bay 1418 x 1200mm high m2 *** *** *** AP110.5 size of typical bay 2400 x 1055mm high m2 *** *** *** AP110.6 size of typical bay 2400 x 1200mm high m2 *** *** *** Tinted tempered glass; 10mm (minimum) thick; including structural sealant butt joint; as Appendix AA to Particular Specification, section H11 and Drawing nr LCC300/31/A23/101,119 AP120.1 fixed to aluminium framing; size of typical bay 1200 x 1055mm high m2 *** *** *** AP120.2 fixed to aluminium framing; size of typical bay 1200 x 1200mm high m2 *** *** *** AP120.3 fixed to aluminium framing; size of typical bay 1418 x 1055mm high m2 *** *** *** AP120.4 fixed to aluminium framing; size of typical bay 1418 x 1200mm high m2 *** *** *** AP120.5 fixed to aluminium framing; size of typical bay 2400 x 1055mm high m2 *** *** *** AP120.6 fixed to aluminium frame; size of typical bay 2400 x 1200mm high m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL GLAZING Glass Laminated clear glass; 6mm thick AS135 area 2.9m2; glazing to PVF2 coated aluminium windows; as Appendix AA Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSL5.3/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1 : 28 June 2002 Addendum No. 1 LSL5.3/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.3 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.3 L5.3 : ABWF ITEM DESCRIPTION AMOUNT HK$ -------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL5.3 : ABWF Page No. LSL5.3/1 *** Page No. LSL5.3/2 *** Page No. LSL5.3/3 *** Page No. LSL5.3/4 *** Page No. LSL5.3/5 *** Page No. LSL5.3/6 *** Page No. LSL5.3/7 *** Page No. LSL5.3/8 *** Page No. LSL5.3/9 *** Page No. LSL5.3/10 *** Page No. LSL5.3/11 *** Page No. LSL5.3/12 *** Page No. LSL5.3/13 *** Page No. LSL5.3/14 *** Page No. LSL5.3/15 *** Page No. LSL5.3/16 *** Page No. LSL5.3/17 *** Page No. LSL5.3/18 *** Page No. LSL5.3/19 *** Page No. LSL5.3/20 *** Page No. LSL5.3/21 *** -------------------------------------------------------------- Total of Lump Sum Item LSL5.3 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.1 : 28 June 2002 Addendum No. 1 LSL5.3/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS CHILLED WATER Instrumentation Pressure gauges; 150mm diameter dial; including cocks and pipework; complete with wooden boards BB0101.1 mounting on or jointing to pipes nr *** *** *** Temperature gauges; 150mm diameter dial BB0101.2 mounting on or jointing to pipes nr *** *** *** Black steel pipes and fittings; B.S. 1387; heavy grade Fixing to or suspending from soffits; butt welded joints BB0102.1 100mm diameter m *** *** *** Extra over 100mm diameter pipe for BB0102.2 bends nr *** *** *** BB0102.3 tees nr *** *** *** In-line equipment Gate valves; cast iron; B.S. 5150 BB0102.4 100mm diameter nr *** *** *** Double regulating valves; cast iron; B.S. 5152 and B.S. 7350 BB0102.5 100mm diameter nr *** *** *** Motorized three-way control valves; electric; including actuators BB0102.6 100mm diameter nr *** *** *** Strainers; cast iron; "Y" type; with drain valves and plugs BB0102.7 100mm diameter nr *** *** *** Flexible connectors BB0102.8 mounting on or jointing to pipes; 100mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS CHILLED WATER Thermal insulation; Phenolic foam thermal insulation 50mm thick insulation BB0104.1 fixing to pipes; 100mm diameter m *** *** *** BB0104.2 Extra over insulation to pipework; 100mm diameter; for bends nr *** *** *** BB0104.3 Extra over insulation to pipework; 100mm diameter; for tees nr *** *** *** 50mm thick insulation; including aluminium split boxes BB0104.4 fixing to gate valves; 100mm diameter nr *** *** *** BB0104.5 fixing to double regulating valves; 100mm diameter nr *** *** *** BB0104.6 fixing to motorized three-way control valves; 100mm diameter nr *** *** *** BB0104.7 fixing to strainers; "Y" type; 100mm diameter nr *** *** *** BB0104.8 fixing to flexible connectors; 100mm diameter nr *** *** *** 65mm thick insulation BB0104.9 fixing to pipes; 100mm diameter m *** *** *** BB0104.10 Extra over insulation to pipework; 100mm diameter; for bends nr *** *** *** BB0104.11 fixing to gate valves; 100mm diameter nr *** *** *** BB0104.12 fixing to double regulating valves; 100mm diameter nr *** *** *** BB0104.13 fixing to motorized three-way control valves; 100mm diameter nr *** *** *** BB0104.14 fixing to strainers; "Y" type; 100mm diameter nr *** *** *** BB0104.15 fixing to flexible connectors; 100mm diameter nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS CONDENSTATE DRAINS Galvanised steel pipes and Fittings; B.S. 1387; medium grade Fixing to or suspending from soffits; screwed socket joints BB0202.1 50mm diameter m *** *** *** Thermal insulation; phenolic foam thermal insulation 25mm thick insulation BB0204.1 fixing to pipes; 50mm diameter m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS AIR CONDITIONING SYSTEMS Equipment and ancillaries Air handling units; horizontal draw through type; with fans, coils, filters, insulation, drain pans, all necessary accessories and connections BB0701.1 air flow rate 2.63m3/s; total cooling capacity 28.6KW; ref:AHU-043 to AHU-054 nr *** *** *** BB0701.2 air flow rate 2.63m3/s; total cooling capacity 29.9KW; ref:AHU-055 to 066 nr *** *** *** BB0701.3 air flow rate 5.56/1.51m3/s; total cooling capacity 234.2KW; ref:AHU-041 to 042 nr *** *** *** Galvanized steel sheet rectangular ducts and fittings; DW/144; low/medium pressure; complete with insulation Fixing to wall, columns and the like BB0703.1 0.8mm thick m2 *** *** *** Fixing to or suspending from soffits BB0703.2 0.6mm thick m2 *** *** *** BB0703.3 0.8mm thick m2 *** *** *** BB0703.4 1.0mm thick m2 *** *** *** Flexible ducts; DW144 Part 7; complete with 25mm thick 24kg/m3 density fibre glass blanket; backed with aluminium foil vapour barrier Fixing to or suspending from soffits BB0703.5 200mm diameter; length 2.00 to 2.50m nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS AIR CONDITIONING SYSTEMS Ductwork ancillaries Volume control dampers; opposed blades BB0703.6 900 x 600mm nr *** *** *** Fire dampers; complete with fusible links BB0703.7 400 x 300mm nr *** *** *** BB0703.8 500 x 400mm nr *** *** *** BB0703.9 750 x 400mm nr *** *** *** BB0703.10 900 x 600mm nr *** *** *** BB0703.11 1000 x 400mm nr *** *** *** BB0703.12 1200 x 400mm nr *** *** *** Return air grilles; extruded aluminium; anodized finish; BB0703.13 4100 x 1000mm nr *** *** *** BB0703.14 5100 x 1000mm nr *** *** *** Linear diffusers; extruded aluminium; anodized finish; complete with air boot BB0703.15 400mm wide m *** *** *** Dummy linear diffusers; extruded aluminium; anodized finish; blanked off BB0703.16 400mm wide m *** *** *** Thermal insulation; phenolic foam thermal insulation 25mm thick duct insulation BB0704.1 fixing externally to rectangular ducts m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS SPECIAL EXHAUST SYSTEMS; SMOKE EXTRACTION SYSTEM Equipment and ancillaries Ventilation fans; complete with all necessary accessories and connections BB0801.1 vaneaxial type; air flow rate 6.0 m3/s; 350 Pa; fire rated at 250 deg. for 1 hr; ref SEF-012 to 035 nr *** *** *** Mechanical smoke curtain; including all necessary electrical actuators BB0801.2 generally m *** *** *** Galvanised steel sheet rectangular ducts and fittings; DW/144; low/medium pressure Fixing to or suspending from soffits BB0803.1 0.8mm thick m2 *** *** *** BB0803.2 1.0mm thick m2 *** *** *** Ductwork ancillaries Wire mesh grilles BB0803.3 1050 x 1050mm nr *** *** *** BB0803.4 1500 x 900mm nr *** *** *** Non-return dampers BB0803.5 1050 x 1050mm nr *** *** *** PAINTING Preparing; priming; undercoat; finish coats on galvanized metal work; to rectangular ductworks BB0805.1 externally m2 *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS CONTROL SYSTEMS; ELECTRICAL AND CONTROL FOR ECS Equipment and ancillaries Motor control centres (MCCs); including all necessary switchgears, starters and accessories; as shown on Drawing No. LCC300/31/M13/001 to 021 BB1201.1 MCC; ref:MCC-018A nr *** *** *** BB1201.2 MCC; ref:MCC-018B nr *** *** *** BB1201.3 MCC; ref:MCC-019A nr *** *** *** BB1201.4 MCC; ref:MCC-019B nr *** *** *** Variable frequency drives BB1201.5 7.5 KW nr *** *** *** Instrumentation CO2 sensors BB1201.6 mounting to walls or columns nr *** *** *** Temperature sensors BB1201.7 mounting to walls or columns nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS CONTROL SYSTEMS; ELECTRICAL AND CONTROL FOR ECS Final circuits; power cables From motor control centres to smoke extraction fans; including copper cables and conduits, trunkings, trays, etc BB1208.1 generally nr *** *** *** From local control centres to air handling units; including copper cables and conduits, trunkings, trays, etc BB1208.2 generally nr *** *** *** From local control centres to CO2 sensors; including copper cables and conduits, etc. BB1208.3 generally nr *** *** *** From local control centres to temperature sensors; including copper cables and conduits, etc. BB1208.4 generally nr *** *** *** From motor control centres to and included emergency stop push button BB1208.5 generally nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS LIGHTING AND POWER Final circuits in LSHF copper cables and conduits Single core; 2.5mm2 BA0507.1 lighting points nr *** *** *** BA0507.2 20A; DP switch points nr *** *** *** Single core; 2.5mm2; ring BA0507.3 socket outlet points; 13A; single nr *** *** *** Final circuits in FR/LSOH copper cables and conduits Single core; 2.5mm2 BA0507.4 lighting points nr *** *** *** Lighting fittings; complete with associated lamps or tubes Batten type fluorescent luminaires; ceiling mounted BA0508.1 1 x 18W; complete with diffusers; ref:F20B nr *** *** *** BA0508.2 1 x 36W; complete with diffusers; ref:F19 nr *** *** *** BA0508.3 1 x 36W; complete with diffusers and 2 hours emergency battery conversion kits; ref:F19A nr *** *** *** Compact fluorescent downlights; recessed mounted on false ceiling BA0508.4 2 x 42W; dia. 245mm; ref:F12 nr *** *** *** Accessories Socket outlets; B.S. 1363; metal clad type; flush mounted to walls, columns and the like BA0508.5 13A; 3 pins; single nr *** *** *** BA0508.6 Double pole switches BA0508.7 20A; DP nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2 : 28 October 2002 LSL5.4/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS FIRE HYDRANT AND HOSEREEL SYSTEM Galvanized steel pipes and fittings; B.S. 1387; medium grade Fixing to walls, columns and the like; screwed joints BB1602.1 50mm diameter m *** *** *** Fixing to or suspending from soffits; screwed joints BB1602.2 50mm diameter m *** *** *** In-line equipment Hose reels; with pressed mild steel drums; 30meters reinforced rubber hoses; with nozzles; hose guides; nozzle cabinets; instruction plates; strikers; and all necessary accessories BB1602.3 generally nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on galvanized metal works; to pipe and tubing BB1605.1 small pipes m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS AUTOMATIC FIRE ALARM AND DETECTION SYSTEM Fire resistance type cables; with low smoke halogen free type bedding; from sub-fire indicator panel; as shown on Drawing No. LCC300/31/E10/001 & 002 BD0903.1 to smoke detector points; including photoelectric smoke detectors; complete with remote indicators nr *** *** *** BD0903.2 to break glass unit points via monitor modules; including break glass units and monitor modules nr *** *** *** BD0903.3 to alarm bell points via power control devices; including alarm bells and power control devices nr *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS SYPHONIC RAINWATER DRAINAGE SYSTEM High density polyethylene (HDPE) pipes and fittings; 150 R161/1 Fixing to walls, columns and the like; electro-welded joints BC0101.2 75mm diameter m *** *** *** BC0101.4 110mm diameter m *** *** *** Fixing to or suspending from soffits; electro-welded joints BC0101.1 75mm diameter m *** *** *** BC0101.2 110mm diameter m *** *** *** Extra over 75mm diameter pipe for BC0101.3 bends nr *** *** *** Extra over 110mm diameter pipe for BC0101.4 bends nr *** *** *** BC0101.5 reducing tees nr *** *** *** In-line equipment Rainwater outlets; siphonic type BC0101.6 75mm diameter nr *** *** *** PAINTING Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on HDPE works; to pipes and tubing BC0101.7 large pipes m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- E&M WORKS SOIL, WASTE AND VENT PIPE SYSTEMS uPVC pipes and fittings; B.S. 4514 & B.S.5255 Fixing to walls, columns and the like; solvent joints BC0303.1 100mm diameter m *** *** *** Fixing to or suspending from soffits; solvent joints BC0303.2 100mm diameter m *** *** *** Extra over 100mm diameter pipe for BC0303.3 bends nr *** *** *** In-line equipment Floor drains; with chrome plated gratings BC0303.4 jointed to pipes; 100mm diameter nr *** *** *** Preparing; priming; one undercoat; two finish coats of long linseed oil modified alkyd paint with glossy finish and fungus resistant characteristics on uPVC works; to pipe and tubing BC0303.5 large pipes m *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor has entered hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". AS APPENDIX M sum *** *** *** ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ ------------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 ------------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL5.4 *** ----------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1) Lump Sum Item LSL5.4 L5.4 : E&M Works ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL5.4 : E&M Works Page No. LSL5.4/1 *** Page No. LSL5.4/2 *** Page No. LSL5.4/3 *** Page No. LSL5.4/4 *** Page No. LSL5.4/5 *** Page No. LSL5.4/6 *** Page No. LSL5.4/7 *** Page No. LSL5.4/8 *** Page No. LSL5.4/9 *** Page No. LSL5.4/10 *** Page No. LSL5.4/11 *** Page No. LSL5.4/12 *** Page No. LSL5.4/13 *** Page No. LSL5.4/14 *** Page No. LSL5.4/15 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSL5.4 *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL5.4/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings AC720.1 Card filling counter around column; type T3H; consisting stainless steel (hairline) trim card tray, corian backsplash and counter top; approximate size 4250(girth length) x 450 x 455mm high; as Drawing nr LCC300/31/A20/014 nr *** *** *** AC720.2 Card filling counter around half column; type T3I; consisting stainless steel (hairline) trim card tray, corian backsplash and counter top; approximate size 2125 (girth length) x 450 x 455mm high; as Drawing nr LCC300/31/A20/014 nr *** *** *** AC720.3 Card filling counter; free standing; type T3G nr *** *** *** Supervisor desk counter; plastic laminated plywood; with stainless steel hairline finish; corian bench top; drawers; including E&M fixtures and fittings; as Drawing nr LCC300/31/A60/721 AC720.4 type T3K1; overall size 600 x 475 x 1050mm high nr *** *** *** AC720.5 type T3K2; overall size 1200 x 475 x 1050mm high nr *** *** *** Immigration guard counter; type T3K3; plywood with plastic laminate, corian and stainless steel hairline finish; with drawers; including E&M fixture and fittings; as Drawing nr LCC300/31/A60/722 and 724 AC720.6 L shape 1500 x 450mm wide with 150 x 475mm wide x 750mm high nr *** *** *** Immigration guard counter; type T3K4; plywood with corian and stainless steel hairline finish; including E&M fixture and fittings; as Drawing nr LCC300/31/A60/723 and 724 AC720.7 size 800 x 475 x 750mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings AC720.8 HKPF counter; type T3F; curved profile; plastic laminated plywood; with hardwood lipped shelves and drawers; keyboard drawers; corian/vocka stone top with openings for computers; tempered frosted glass divider; stainless steel bars to the edge; approximate size 7400(girth) x 800 x 760mm high; all as Drawing nr LCC300/31/A60/725 - 729 nr *** *** *** AC790 Card filling desk; type T3J nr *** *** *** SPECIALIST ARCHITECTURAL METALWORK Metal work and associated glazing, ironmongery and accessories to counters (computers and other specialised equipments by others) AH300.1 Foot rest protection bar; circular; 50mm stainless steel CHS; floor mounted; including accessories and cement sand grouting at 1200mm centre to centre; as Drawing nr LCC300/31/ A20/014 m *** *** *** AH300.2 Custom counter baggage inspection bench; stainless steel; hairline finish; overall size 4000 x 870 x 750mm high; including but not limited to framing; cover panel; protective edge and bar; pivoting stool; blocking belt; as Drawing nr LCC300/31/A60/031, 032 nr *** *** *** AH300.3 Custom counter; stainless steel; hairline finish, overall size 800 x 450 x 750mm high; including but not limited to framing and extendable bench; corian finish top and front panel; as Drawing nr LCC300/31/A60/033 nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL, METALWORK Metal work and associated glazing, ironmongery and accessories to counters (computers and other specialised equipments by others) (Cont'd) AH300.4 Immigration counter; type 1; stainless steel; hairline finish overall size 2000 x 1800 x 1400mm high; including but not limit to stainless steel and corian front panel; corian counter; 10mm thick sand blasted and clear tempered glass panel; formica worktop; footrest; raised floor; door and ironmongery; including E&M fixture and fittings; as Drawing nr LCC300/31/A60/011 - 012, 016, 019 - 021 nr *** *** *** AH300.5 Immigration counter; type 2; stainless steel; hairline finish overall size 2700 x 1200 x 1400mm high; including but not limit to stainless steel and corian front panel; corian counter; 10mm thick sand blasted and clear tempered glass panel; formica worktop; footrest; raised floor; door and ironmongery; including E&M fixture and fittings; as Drawing nr LCC300/31/A60/013 - 016, 019, 021 nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.1 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.1 L6.1 : Counters for Immigration and Custom and Excise (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ ----------------------------------------------------------------------------- COLLECTION OF LUMP SUM ITEM LSL6.1 : Counters for Immigration and Custom and Excise (EPIW) (Option 1) Page No. LSL6.1/1 *** Page No. LSL6.1/2 *** Page No. LSL6.1/3 *** Page No. LSL6.1/4 *** Page No. LSL6.1/5 *** ----------------------------------------------------------------------------- Total of Lump Sum Item LSL6.1 *** ----------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.1/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- IN SITU CONCRETE Provision of concrete designed mix F230 Class: 30/20; concrete category B m3 *** *** *** Placing of mass concrete Plinth; concrete category B F592 thickness 150-300 mm m3 *** *** *** CONCRETE ANCILLARIES Formwork finish; type F4 Vertical G342 width 0.1-0.2 m m *** *** *** PRECAST CONCRETE Lintels; concrete class 40/20 H809.1 Cross-sectional area 140 x 160 mm depth; nominally 58 nominally kg per metre m *** *** *** H809.2 Cross-sectional area 140 x 200 mm depth; nominally 73 nominally kg per metre m *** *** *** H809.3 Cross-sectional area 140 x 200 mm depth; nominally 75 nominally kg per metre m *** *** *** H809.4 Cross-sectional area 140 x 520 mm depth; nominally 190 nominally kg per metre m *** *** *** H809.5 Cross-sectional area 205 x 105 mm depth; nominally 56 nominally kg per metre m *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- STRUCTURAL METALWORK Fabrication of members for frames; weldable structural steel to Grade 43A to BS 4360 Columns; 80 x 80 x 5mm thick rectangular hollow sections M311.1 straight on plan t *** *** *** Columns; 120 x 80 x 5mm thick rectangular hollow sections M311.2 straight on plan t *** *** *** Plates or flats; 250 x 100 x 10mm M391.1 straight on plan t *** *** *** Brackets; 150 x 90 x 10mm M391.2 straight on plan t *** *** *** Cap plates; 80 x 80 x 3mm M391.3 straight on plan t *** *** *** Cap plates; 120 x 80 x 3mm M391.4 straight on plan t *** *** *** Erection of members for frames; weldable structural steel Grade 43A to BS 4360 L620 Permanent erection t *** *** *** L690.1 Hilti; anchor bolts; H.S.L. M12 or products having equivalent functions or performance nr *** *** *** L690.2 Hilti; anchor bolts; H.S.L. M16 or products having equivalent functions or performance nr *** *** *** MISCELLANEOUS METALWORK Hot dip galvanised mild steel Ladders; stringers 40 mm diameter; min. 3 mm thick; rungs 20 mm diameter; including safety hoops and return stringers N130 type 3; as Drawing nr. LCC300/31/A24/503-505 m *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- MISCELLANEOUS METALWORK Hot dip galvanised mild steel (Cont'd) Miscellaneous framing; welded and bolted connection N161 angle section; 150 x 90 x 10 mm m *** *** *** Stainless steel Miscellaneous framing; welded and butt connection N169 Type TV4; support bracketary to projection screen box; as Drawing nr LCC300/31/A60/745 nr *** *** *** N190 Urinal grating; type U4M1; 1200 x 300 x 15 mm; with vertical support; as Drawing nr LCC300/31/A60/403 nr *** *** *** BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 Thickness: 100mm U511.1 vertical straight walls m2 *** *** *** Thickness: 140mm U511.2 vertical straight walls m2 *** *** *** U519.1 plinths m2 *** *** *** Thickness: 140mm; 2 hour fire rating U511.3 vertical straight walls m2 *** *** *** Surface features U578 fair facing m2 *** *** *** Ancillaries U581 joint reinforcement; 24 gauge galvanised expanded steel mesh; 300 mm wide m *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- BRICKWORK, BLOCKWORK AND MASONRY Dense concrete blockwork; compressive strength 7.0 N/mm2; stretcher bond; in cement/lime mortar; flush pointed; as Appendix AA to Particular Specification, section F10 (Cont'd) Ancillaries (Cont'd) U583.1 movement joint; fire rated filler; 100mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U583.2 movement joint; fire rated filler; 140mm in depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** *** U586 fixings and ties; galvanised mild steel dove tail ties m2 *** *** *** U589 head restraint; galvanised mild steel angle; 70 x 70 x 3mm thick; sleeved and dowelled into blockwork at 2000mm centres m *** *** *** PAINTING Emulsion paint; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section L60 Plaster and render V543 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Emulsion paint; anti-fungal; with one coat thinned with water in accordance with manufacturer's recommendation and two unthinned coats; as Appendix AA to Particular Specification, section L60 Plaster and render V544 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/4 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PAINTING Epoxy paint; acid resisting; with one undercoat and one finishing coat; as Appendix AA to Particular Specification, section L60 Concrete V733 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Brickwork and blockwork V763 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** Synthetic paint; with one coat recommended primer, two undercoats and one finishing coat; as Appendix AA to Particular Specification, section L60 Metal other than metal sections and pipework V915 isolated surfaces of width or girth not exceeding 500mm m2 *** *** *** Anti-dust sealer; with one polymer single component weather resistant top coat and one base coat; as Architectural Specification section 64.4 Concrete V934 soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal m2 *** *** *** Cement and sand screed V991.1 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic screed V991.2 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** Granolithic skirting 150 mm high V993 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/5 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- WATERPROOFING Tanking Waterproofing membrane; one coat and minimum 1.5mm thick; as Appendix AA to Particular Specification, section J30 W231 upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal m2 *** *** *** W233 surfaces inclined at an angle exceeding 60 degrees to the horizontal m2 *** *** *** PARTITIONS Proprietary partitions AB110.1 Partition; 1200mm x 2300mm high partition in hardwood frame; including track and guide rail and all other necessary accessories; type Q4A; as Drawing nr LCC300/31/A60/743 m *** *** *** AB110.2 Partition; 900 x 1800mm high partition in hardwood frame; including 2 screen foot per module; type Q4C; as Drawing nr LCC300/31/A60/744 m *** *** *** AB130 Door; 20mm thick; laminated; with plastic colour coated veneer on both sides; including framing; stainless steel coat hook and lock; size 710 x 1700mm high; as Drawing nr LCC300/31/A60/401 nr *** *** *** Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 AB300.1 1000 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.2 1800 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.3 3100 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.4 1150 x 1200 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.5 1680 x 1430 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.6 1740 x 1350 x 2000mm high overall; with 2 compartments nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/6 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PARTITIONS Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 (Cont'd) AB300.7 1860 x 1480 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.8 1930 x 1800 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.9 2045 x 1490 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.10 2150 x 1300 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.11 2160 x 1700 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.12 2190 x 1600 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.13 2330 x 1300 x 2000mm high overall; with 1 compartment nr *** *** *** AB300.14 2490 x 1200 x 2000mm high overall; with 2 compartments nr *** *** *** AB300.15 2700 x 1500 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.16 2750 x 1900 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.17 2790 x 1500 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.18 2800 x 1530 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.19 2860 x 1600 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.20 2870 x 1800 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.21 3000 x 1600 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.22 3460 x 1300 x 2000mm high overall; with 3 compartments nr *** *** *** AB300.23 3600 x 1700 x 2000mm high overall; with 4 compartments nr *** *** *** AB300.24 3650 x 1600 x 2000mm high overall; with 4 compartments nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/7 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PARTITIONS Proprietary toilet cubicles; galvanised mild steel finished; floor mounted; as Appendix AA to Particular Specification, section K32 (Cont'd) AB300.25 4140 x 1600 x 2000mm high overall; with 4 compartments nr *** *** *** AB300.26 5160 x 1600 x 2000mm high overall; with 4 compartments nr *** *** *** CARPENTRY & JOINERY Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type A; facing both sides with 5mm plywood with plastic laminate sheet AC110.1 750 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.2 1050 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.3 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** *** AC110.4 1400 x 2150 x 44mm thick (Door type 06C) nr *** *** *** AC110.5 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 02) nr *** *** *** Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet AC110.6 750 x 2000 x 44mm thick (Door type 01) nr *** *** *** AC110.7 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** AC110.8 800 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.9 900 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.10 950 x 2150 x 44mm thick (Door type 01A) nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/8 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both sides with 5mm plywood with plastic laminate sheet (Cont'd) AC110.11 1050 x 2150 x 44mm thick; (Door type 01A) nr *** *** *** AC110.12 1650 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.13 900 x 2150 x 44mm thick; (Door type 01C) nr *** *** *** AC110.14 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** *** AC110.15 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 01C) nr *** *** *** AC110.16 1650 x 2150 x 44mm thick (Door type 01C) nr *** *** *** AC110.17 1050 x 2150 x 44mm thick (Door type 02) nr *** *** *** AC110.18 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 02) nr *** *** *** AC110.19 1700 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 02) nr *** *** *** AC110.20 1650 x 2150 x 44mm thick; (Door type 06C) nr *** *** *** AC110.21 1050 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** AC110.22 1400 x 2150 x 44mm thick (Door type 07) nr *** *** *** AC110.23 1700 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/9 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Half hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both side with 5mm plywood with plastic laminate sheet AC110.24 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type A; facing both side with 5mm plywood with plastic laminate sheet AC110.25 750 x 2000 x 44mm thick (Door type 01) nr *** *** *** AC110.26 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** AC110.27 1050 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.28 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** *** AC110.29 1050 x 2150 x 44mm thick; with 200 x 800mm vision panel (Door type 02) nr *** *** *** AC110.30 1400 x 2150 x 44mm thick (Door type 06A) nr *** *** *** AC110.31 1400 x 2150 x 44mm thick (Door type 06C) nr *** *** *** AC110.32 1650 x 2150 x 44mm thick (Door type 06C) nr *** *** *** Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both side with 5mm plywood with plastic laminate sheet AC110.33 700 x 2000 x 44mm thick (Door type 01) nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/10 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd ) Solid core flush; galvanised steel door frame width 210mm (max.); head and jamb type H; facing both side with 5mm plywood with plastic laminate sheet (Cont'd) AC110.34 750 x 2000 x 44mm thick (Door type 01) nr *** *** *** AC110.35 1050 x 2150 x 44mm thick (Door type 01) nr *** *** *** AC110.36 1050 x 2150 x 44mm thick (Door type 01A) nr *** *** *** AC110.37 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** *** AC110.38 1700 x 2150 x 44mm thick; with 200 x 800mm vision panel (Door type 02) nr *** *** *** AC110.39 1350 x 2150 x 44mm thick (Door type 06) nr *** *** *** AC110.40 1650 x 2150 x 44mm thick (Door type 06) nr *** *** *** AC110.41 1350 x 2150 x 44mm thick (Door type 06C) nr *** *** *** AC110.42 1650 x 2150 x 44mm thick (Door type 06C) nr *** *** *** AC110.43 1400 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** AC110.44 1650 x 2150 x 44mm thick (Door type 07) nr *** *** *** AC110.45 1650 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** AC110.46 1700 x 2150 x 44mm thick; with 200 x 800mm vision panels (Door type 07) nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/11 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Skirting; teak AC500.1 100mm high; screwed and pelleted; as Architectural Specification section 69.2 m *** *** *** AC500.2 100mm high; circular; screwed and pelleted; as Architectural Specification section 69.2 m *** *** *** Shelving; plywood AC630 Width 300-400; with mild steel angle bolted to the wall; as Drawing nr LCC300/31/A60/321 m *** *** *** Fittings Cupboards; type S3AC; ceiling mounted; plastic laminated; including proprietary stainless steel white glass rack; as Drawing nr LCC300/31/A60/334 AC710.1 overall size 1850 x 430 x 480mm high nr *** *** *** Cupboards; underbench; plastic laminated plywood; hardwood backsplash and lipping; ironmongery; skirting (worktop measured separately); as Drawing nr LCC300/31/A60/332, 333, 718, 719 AC710.2 type S1A; overall size 600 x 600 x 650mm high nr *** *** *** AC710.3 type S1B; overall size 600 x 600 x 650mm high nr *** *** *** AC710.4 type S1C; overall size 1200 x 600 x 650mm high nr *** *** *** AC710.5 type S1D; overall size 600 x 600 x 650mm high nr *** *** *** AC710.6 type S1E; overall size 100 x 600 x 650mm high nr *** *** *** AC710.7 type S1E; overall size 300 x 600 x 650mm high nr *** *** *** AC710.8 type S1E; overall size 400 x 600 x 650mm high nr *** *** *** AC710.9 type S1E; overall size 500 x 600 x 650mm high nr *** *** *** AC710.10 type S1E; overall size 600 x 600 x 650mm high nr *** *** *** AC710.11 type S1F; overall size 600 x 600 x 800mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/12 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Cupboards; underbench; plastic laminated plywood; hardwood backsplash and lipping; ironmongery; skirting (worktop measured separately); as Drawing nr LCC300/31/A60/332, 333, 718, 719 (Cont'd) AC710.12 type S1G; overall size 600 x 600 x 800mm high nr *** *** *** AC710.13 type S1H; overall size 600 x 600 x 800mm high nr *** *** *** AC710.14 type S1I; overall size 1200 x 600 x 800mm high nr *** *** *** AC710.15 type S1J; overall size 600 x 600 x 800mm high nr *** *** *** AC710.16 type S1K; overall size 600 x 600 x 800mm high nr *** *** *** AC710.17 type S1L; overall size 600 x 600 x 800mm high nr *** *** *** AC710.18 type S1L; overall size 850 x 600 x 800mm high nr *** *** *** AC710.19 type S1L; overall size 1200 x 600 x 800mm high nr *** *** *** AC710.20 type S1M; overall size 1200 x 600 x 800mm high Cupboards; overbench; plastic laminated plywood with hardwood lipping on edges; including stainless steel shelf pegs; as Drawing nr LCC300/31/A60/331, 720 AC710.21 type S3A; overall size 2100 x 320 x 500mm high nr *** *** *** AC710.22 type S3B; overall size 600 x 320 x 500mm high nr *** *** *** AC710.23 type 3B; overall size 1200 x 320 x 500mm high nr *** *** *** AC710.24 type S3C; overall size 600 x 320 500mm high nr *** *** *** AC710.25 type S3C; overall size 1200 x 320 500mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/13 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Cupboards; overbench; plastic laminated plywood with hardwood lipping on edges; including stainless steel shelf pegs; as Drawing nr LCC300/31/A60/331, 720 (Cont'd) AC710.26 type S3E; overall size 300 x 320 x 500mm high nr *** *** *** AC710.27 type S3E; overall size 400 x 320 x 500mm high nr *** *** *** AC710.28 type S3E; overall size 600 x 320 x 500mm high nr *** *** *** AC710.29 type S3R, overall size 600 x 320 x 500mm high nr *** *** *** AC710.30 type S3S; overall size 600 x 320 x 500mm high nr *** *** *** Cupboards; galvanised mild steel angle framed hardwood edge plywood shelve; as Drawing nr LCC300/31/A60/755 AC710.31 type S4K; overall size 3750 x 600 x 1850mm nr *** *** *** Cupboards; plastic laminated plywood; as Drawing nr LCC300/31/A60/756 AC710.32 type S4Q; overall size 1200 x 300 x 1670mm high nr *** *** *** Cupboards; plastic laminated plywood; as Drawing nr LCC300/31/A60/757 AC710.33 type S4R; overall size 600 x 300 x 1670mm high nr *** *** *** Cupboards; plastic laminated plywood; as Drawing nr LCC300/31/A60/717 AC710.34 type S0G; overall size 1020 x 600 x 1850mm high; nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/14 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Bar counters; type T3A; plastic laminated; with stainless steel and corian counter top and stainless steel stepping rod; as Drawing nr LCC300/31/A60/334 AC720.1 overall size 1850 x 670 x 1200mm high nr *** *** *** Counter; type T3B; plastic laminated plywood; with stainless steel and plastic laminated counter top; stainless steel panel and skirting; including silk-screen departmental title plate; as Drawing nr LCC300/31/A60/335 AC720.2 overall size 3100 x 4100 long x 705 x 1200mm nr *** *** *** AC720.3 L-shape; overall size 4500 x 3710 long x 705 x 1200mm nr *** *** *** Leaflet rack/form filing counter; type T3C; L-shape plastic laminated plywood; counter with tempered glass dividers; corian/ vocka stone top with stainless steel hairline recess; 760mm above finished floor level; as Drawing nr LCC300/31/A60/336 AC720.4 overall size 2100 x 2100 x 650mm nr *** *** *** AC720.5 overall size 2300 x 2300 x 650mm nr *** *** *** Counter at armoury; plastic laminated plywood; hardwood lipping; ironmongery (mild steel doors measure separately); granolithic finished reinforced counter top and plastic laminated plywood shelf and lower cabinet; as Drawing nr LCC300/31/A60/318, 319 AC720.6 type T3D; overall size 3540 x 460 x 1300mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/15 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Counter; plastic laminated plywood; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/381, 382 AC720.7 type T3P; with stainless steel counter top; drawers and shelf; tempered glass front panel; overall size 2200 x 670 x 1200mm high nr *** *** *** AC720.8 type T3P; L-shape; with stainless steel counter top; drawers and shelf; tempered glass front panel; overall size 2200 x 670 x 1200mm high nr *** *** *** Counter at duty collection office; including plywood with 1200 x 400 x 260mm stainless steel covering counter; 1200 x 700 x 152mm high laminated plastic plywood working bench with drawers; splashback; 260 x 70mm plywood counter head; (glazing measured separately); as Drawing nr LCC300/31/A60/324-325 AC720.9 type T3R; approximate size 1200 x 400 x 1650mm high nr *** *** *** Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin; framing and all necessary ironmongery; as Appendix AA to Particular Specification, section Z10 and Drawing nr LCC300/31/A60/402 AC740.1 overall size 740 x 600 x 450mm high nr *** *** *** AC740.2 overall size 900 x 600 x 450mm high nr *** *** *** AC740.3 overall size 1200 x 600 x 450mm high nr *** *** *** AC740.4 overall size 1400 x 600 x 450mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/16 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Worktops; to acrylic based self formed solid surfacing vanity counter top; with groove line for water flow; splash back; opening for basin, tap and dispenser; framing and all necessary ironmongery; as Drawing nr LCC300/31/A60/402 (Cont'd) AC740.5 overall size 1500 x 600 x 450mm high nr *** *** *** AC740.6 overall size 1600 x 600 x 450mm high nr *** *** *** AC740.7 overall size 1700 x 600 x 450mm high nr *** *** *** AC740.8 overall size 1800 x 600 x 450mm high nr *** *** *** AC740.9 overall size 1970 x 600 x 450mm high nr *** *** *** A740.10 overall size 2000 x 600 x 450mm high nr *** *** *** AC740.11 overall size 2120 x 600 x 450mm high nr *** *** *** AC740.12 overall size 2250 x 600 x 450mm high nr *** *** *** AC740.13 overall size 2260 x 600 x 450mm high nr *** *** *** AC740.14 overall size 2310 x 600 x 450mm high nr *** *** *** AC740.15 overall size 2440 x 600 x 450mm high nr *** *** *** AC740.16 overall size 2500 x 600 x 450mm high nr *** *** *** AC740.17 overall size 2690 x 600 x 450mm high nr *** *** *** AC740.18 overall size 3000 x 600 x 450mm high nr *** *** *** AC740.19 L-shape; overall size 1700 x 1400mm (extreme) long x 600 x 450mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/17 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Worktops; over bench; plywood; with hardwood lipping and backsplash; as Drawing nr LCC300/31/A60/707, 709 AC740.20 type T1A; plastic laminated cover; overall size 2000 x 600 x 160mm high nr *** *** *** AC740.21 type T1A; plastic laminated cover; overall size 2500 x 600 x 160mm high nr *** *** *** AC740.22 type T1A; plastic laminated cover; overall size 3700 x 600 x 160mm high nr *** *** *** AC740.23 type T1A; plastic laminated cover; L-shape; overall size 3700 x 3700 x 2400 x 160mm high nr *** *** *** AC740.24 type T1A; plastic laminated cover; L-shape; overall size 4000 x 2500 x 600 x 160mm high nr *** *** *** AC740.25 type T1A; plastic laminated cover; overall size 4500 x 2500 x 600 x 160mm high nr *** *** *** AC740.26 type T1E; chemical resistant; plastic laminate finish; overall 1200 x 600 x 160mm high nr *** *** *** AC740.27 type T1F; plastic laminate cover; overall size 1200 x 600 x 160mm high nr *** *** *** AC740.28 type T1F; plastic laminate cover; overall size 1500 x 600 x 160mm high nr *** *** *** AC740.29 type T1F; plastic laminate cover; overall size 1650 x 600 x 160mm high nr *** *** *** AC740.30 type T1F; plastic laminate cover; overall size 4150 x 600 x 160mm high nr *** *** *** AC740.31 type T1J; stainless steel; hairline finish cover; overall size 600 x 600 x 160mm high nr *** *** *** AC740.32 type T1K; stainless steel; hairline finish cover; overall size 600 x 600 x 160mm high nr *** *** *** AC740.33 type T1S; timber veneer cover; overall size 600 x 600 x 160mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/18 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) White board; white coated steel on plywood backing; 18mm thick; in aluminium frame; including pen rack; as Drawing nr LCC300/31/A60/741 AC750.1 type T4K; size 1200 x 950mm high nr *** *** *** AC750.2 type T4L; size 1200 x 950mm high nr *** *** *** AC750.3 type T4N; size 1800 x 950mm high nr *** *** *** AC750.4 type T4O; size 2100 x 950mm high nr *** *** *** AC750.5 type T4P; size 2400 x 950mm high nr *** *** *** Notice board; pinboard panel on plywood backing; 25mm thick; in hardwood frame; as Drawing nr LCC300/31/A60/742 AC750.6 type T4A; size 600 x 800mm high nr *** *** *** AC750.7 type T4B; size 2400 x 1200mm high nr *** *** *** Lockers; standing on 140mm thick masonry slab (measured separately); including 375mm high shoe rack at lower level; 325mm wide x 600mm deep x 850mm high proprietary locker units with GMS adjustable hanger rods, on 20mm thick cementitous side backing and 15mm thick plywood backing on 15mm thick cementitous backing; 325mm continuous plastic laminated overhead panel with 38 x 38 x 3mm thick GMS welded bracing angle and bolted to wall including all necessary framing, ironmongery and finishes; as Drawing nr LCC300/31/A60/420 AC790.1 overall size 1800 x 600 x 2400mm high nr *** *** *** AC790.2 overall size 2400 x 600 x 2400mm high nr *** *** *** AC790.3 overall size 2700 x 600 x 2400mm high nr *** *** *** AC790.4 overall size 6000 x 600 x 2400mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/19 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Lockers; standing on 140mm thick masonry slab (measured separately), including 375mm high shoe rack at lower level; 325mm wide x 600mm deep x 850mm high proprietary locker units with GMS adjustable hanger rods, on 20mm thick cementitous side backing and 15mm thick plywood backing on 15mm thick cementitous backing; 325mm continuous plastic laminated overhead panel with 38 x 38 x 3mm thick GMS welded bracing angle and bolted to wall including all necessary framing, ironmongery and finishes; as Drawing nr LCC300/31/A60/420 (Cont'd) AC790.5 overall size 8100 x 600 x 2400mm high nr *** *** *** AC790.6 overall size 11100 x 600 x 2400mm high nr *** *** *** Gun rack; type T3E; plywood; with concrete base; as Drawing nr LCC300/31/A60/322 AC790.7 overall size 2425 x 325 x 2345mm high nr *** *** *** AC790.8 overall size 5100 x 325 x 2345mm high nr *** *** *** Webley pistol rack; hardwood; type X7B; removable; as Drawing nr LCC300/31/A60/321 AC790.9 overall size 450 x 125 x 100mm high nr *** *** *** Revolver rack; hardwood; type X7C; removable; as Drawing nr CC300/31/A60/321 AC790.10 overall size 533 x 125 x 100mm high nr *** *** *** Gunrack; plywood; to gun cabinet; as Drawing nr LCC300/31/A60/756 AC790.11 overall size 480 x 125 x 85mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/20 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) AC790.12 Fixed file/form cabinet; type S6A; plastic laminated plywood with hardwood lipping and stainless steel adjustable screen studs to support adjustable shelves; overall size 2420 x 340 x 1495mm high; as Drawing nr LCC300/31/A60/330 nr *** *** *** AC790.13 Table; type T3Q; plastic laminated plywood; with mild steel support; overall size 2700 x 750 x 1150mm high; as Drawing nr LCC300/31/A60/321 nr *** *** *** AC790.14 Table; type T3M; plastic laminated plywood with vinyl protected trim; triangular top; stainless steel stand; overall size 1650 x 1650 x 740mm high; as Drawing nr LCC300/31/A60/701-703 nr *** *** *** AC790.15 Table; plywood; type S7G; stainless steel covering and legs; plastic laminated soffit; circular edges; overall size 1500 x 900 x 740mm high; as Drawing nr LCC300/31/A60/704 nr *** *** *** Table; type S7O; plastic laminated plywood with stainless steel supports; keyboard drawers; as Drawing nr LCC300/31/A60/373 AC790.16 size 2000 x 600 x 750mm high nr *** *** *** Table; type TOP; free standing; plastic laminated plywood top; hardwood lipping; stainless steel box section top rail and adjustable legs; as Drawing nr LCC300/31/A60/706 AC790.17 overall size 900 x 600 x 750mm high nr *** *** *** AC790.18 overall size 2900 x 600 x 750mm high nr *** *** *** AC790.19 overall size 3500 x 600 x 750mm high nr *** *** *** AC790.20 overall size 4000 x 600 x 750mm high nr *** *** *** AC790.21 overall size 2000 x 2900 long x 600 x 750mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/21 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Table; type TOP; free standing; plastic laminated plywood top; hardwood lipping; stainless steel box section top rail and adjustable legs; as Drawing nr LCC300/31/A60/706 (Cont'd) AC790.22 overall size 6800 x 3500 long x 600 x 750mm high nr *** *** *** AC790.23 overall size 7000 x 600 x 750mm high nr *** *** *** Brass hook board for handcuffs; type X7D; hardwood board 50mm thick; with 3.5mm diameter brass hooks; as Drawing nr LCC300/31/A60/321 AC790.24 overall size 1400 x 1400mm nr *** *** *** Black out blind; aluminium; screw fix and snap lock; with concealed hood, guides, trim and other fixing accessories size; as Drawing nr LCC300/31/A60/325 AC790.25 type T2J; 1200 x 1200mm high nr *** *** *** Black out blind; aluminium; screw fix and snap lock; with concealed hood, guides, trim and other fixing accessories size; as Drawing nr LCC300/31/A60/327 AC790.26 type T2K; 1200 x 1200mm high nr *** *** *** Venetian blind; aluminium; screw fix and snap lock; including track and all associate fixing accessories; as Drawing nr LCC300/31/A60/328 AC790.27 type T2M; size 1200 x 1200mm high nr *** *** *** Window block out AC790.28 type T2N; size 1200 x 1200mm high nr *** *** *** Name plate AC790.29 type R5A nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/22 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- CARPENTRY & JOINERY Fittings (Cont'd) Sleeping/ sitting bench to detention room; including concrete bench finishing tiles as Drawing nr LCC300/31/A60/434 AC790.30 type T6N; size 1800 x 780 x 450mm high nr *** *** *** AC790.31 type T6N; size 2500 x 780 x 450mm high nr *** *** *** AC790.32 type T6N; size 3100 x 780 x 450mm high nr *** *** *** IRONMONGERY Hinges; as Appendix AA to Particular Specification, section P21 AD290.1 Type H1; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.2 Type H1; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.3 Type H1; size 114 x 114mm; fixed to stainless steel nr *** *** *** AD290.4 Type H2; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD290.5 Type H2; size 114 x 114mm; fixed to galvanised steel nr *** *** *** AD290.6 Type H3; size 114 x 114mm; fixed to timber door leaf and galvanised steel door frame nr *** *** *** Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 Lock cases AD319.1 type L1; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.2 type L1; fixed to galvanised steel nr *** *** *** AD319.3 type L1; fixed to stainless steel nr *** *** *** AD319.4 type L2, fixed to timber door leaf and galvanised steel door frame nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/23 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- IRONMONGERY Locks, latches and bolts; as Appendix AA to Particular Specification, section P21 (Cont'd) Lock cases (Cont'd ) AD319.5 type L2; fixed to galvanised steel nr *** *** *** AD319.6 type L3; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.7 type L3; fixed to galvanised steel nr *** *** *** AD319.8 type L3; fixed to stainless steel nr *** *** *** AD319.9 type L6A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.10 type L7; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.11 type L8; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD319.12 type L8; fixed to galvanised steel nr *** *** *** AD319.13 type L8; fixed to stainless steel nr *** *** *** Bolts AD339.1 type FB1; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD339.2 type FB1; fixed to galvanised steel nr *** *** *** Panic bolt AD339.3 type ED2; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD339.4 type ED2; fixed to galvanised steel nr *** *** *** AD339.5 type ED2; fixed to stainless steel nr *** *** *** AD339.6 type ED3; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD339.7 type ED3; fixed to galvanised steel nr *** *** *** AD339.8 type ED3; fixed to stainless steel nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/24 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- IRONMONGERY Closers and selectors; as Appendix AA to Particular specification, section P21 Door closers AD490.1 type CL1; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.2 type CL1; fixed to galvanised steel nr *** *** *** AD490.3 type CL1; fixed to stainless steel nr *** *** *** AD490.4 type CL1A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.5 type CL1A; fixed to galvanised steel nr *** *** *** AD490.6 type CL1A; fixed to stainless steel nr *** *** *** AD490.7 type CL2A; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.8 type CL2A; fixed to galvanised steel nr *** *** *** AD490.9 type CL3; fixed to timber door leaf and galvanised steel door frame nr *** *** *** AD490.10 type CL3; fixed to galvanised steel nr *** *** *** Handles with backplates; as Appendix AA to Particular specification section P21 Pull handles AD520.1 type PH1; with 300 x 100 x 1.6mm backplates; fixed to timber nr *** *** *** AD520.2 type PH1; with 300 x 100 x 1.6mm backplates; fixed to galvanised steel nr *** *** *** AD520.3 type PH1; with 300 x 100 x 1.6mm backplates; fixed to stainless steel nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/25 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- IRONMONGERY Push plates; as Appendix AA to Particular Specification, section P21 AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to timber nr *** *** *** AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD600.3 Type PP1; 300 x 100 x 1.6mm thick; fixed to stainless steel nr *** *** *** Kick plates; as Appendix AA to Particular Specification, section P21 AD700.1 Type K1; 765 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.3 Type K1; 1540 x 200 x 1.6mm thick; fixed to timber nr *** *** *** AD700.4 Type K1; 590 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.5 Type K1; 765 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.6 Type K1; 890 x 200 x 1.6mm thick; fixed to galvanised steel nr *** *** *** AD700.7 Type K1; 820 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** AD700.8 Type K1; 1050 x 200 x 1.6mm thick; fixed to stainless steel nr *** *** *** Accessories; as Appendix AA to Particular Specification, section P21 Door stops AD810.1 type ST1; fixed to timber door leaf and concrete floor nr *** *** *** AD810.2 type ST1; fixed to galvanised steel door leaf and concrete floor nr *** *** *** AD810.3 type ST1; fixed to stainless steel door leaf and concrete floor nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/26 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- IRONMONGERY Accessories; as Appendix AA to Particular Specification, section P21 (Cont'd) Wall bumper AD840.1 type ST2; fixed to timber door leaf and concrete wall nr *** *** *** AD840.2 type ST2; fixed to galvanised steel door leaf and concrete wall nr *** *** *** AD840.3 type ST2; fixed to stainless steel door leaf and concrete wall nr *** *** *** Grab rail bar AD890.1 type GR; fixed to timber nr *** *** *** AD890.2 type GR; fixed to galvanised steel nr *** *** *** Gasket AD890.3 type AS1 nr *** *** *** AD890.4 type AS2 nr *** *** *** Threshold AD890.5 type T1; fixed to galvanised steel nr *** *** *** AD890.6 type T1; fixed to stainless steel nr *** *** *** Dust proof strike AD890.7 type ECS nr *** *** *** Co-ordinator AD890.8 type DC1 nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/27 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular specification, section L20 Galvanised steel with polyester powder coated finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE100.1 1050mm width x 2250mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE100.2 1700mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E AE110.1 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type E+G AE110.2 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 01C; door frame width 210mm (max.); head and jamb type H AE110.3 1210mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type E AE110.4 1810mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 06; door frame width 210mm (max.); head and jamb type E+G AE110.5 1700mm width x 2150mm high nr *** *** *** Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE110.6 1810mm width x 2150mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/28 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES Non-fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Galvanised steel with paint finish; door type 01A; door frame width 210mm (max.); head and jamb type A AE120.1 750mm width x 2150mm high nr *** *** *** AE120.2 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE120.3 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE120.4 1650mm width x 2150mm high nr *** *** *** AE120.5 1700mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 08; door frame width 210mm (max.); head and jamb type E+G AE120.6 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** One hour fire rated doors and frames; as Appendix AA to Particular specification, section L20 Galvanised steel with polyester powder coated finish; door type 06; door frame width 210mm (max.); head and jamb type A AE300.1 1050mm width x 2150mm high nr *** *** *** Galvanised steel with polyester powder coated finish; door type 06C; door frame width 210mm (max.); head and jamb type A AE300.2 1650mm width x 2250mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/29 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL DOORS AND FRAMES One hour fire rated doors and frames; as Appendix AA to Particular Specification, section L20 (Cont'd) Stainless steel with hairline finish; door type 07; door frame width 210mm (max.); head and jamb type E+G AE310 1810mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 01; door frame width 210mm (max.); head and jamb type A AE320.1 1050mm width x 2150mm high nr *** *** *** AE320.2 1650mm width x 2000mm high nr *** *** *** AE320.3 1700mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 01C; door frame width 210mm (max.); head and jamb type A AE320.4 1050mm width x 2150mm high nr *** *** *** Galvanised steel with paint finish; door type 02; door frame width 210mm (max.); head and jamb type A AE320.5 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 07; door frame width 210mm (max.); head and jamb type A AE320.6 1050mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.7 1400mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** AE320.8 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** Galvanised steel with paint finish; door type 08; door frame width 210mm (max.); head and jamb type E+G AE320.9 1700mm width x 2150mm high; with 200 x 800mm vision panels nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/30 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVERS Shutters Non-fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF121.1 stainless steel; exposed rail; standard hood (fixed inside room) approximate size 2400 x 1120mm high nr *** *** *** Non-fire rated slat shutters; as Drawing nr LCC300/31/A60/326 AF121.2 galvanised mild steel; type T2P; with hood and guard rail; approximate size 2400 x 1380mm nr *** *** *** Two hour fire rated slat shutters; electrical operating system; drop down type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF141.1 stainless steel; recessed rail; standard hood (fixed above ceiling); smoke resistant; with smoke/heat detector activated; approximate size 2000 x 4575mm high nr *** *** *** Two hour fire rated slat shutters; electrical operating system; sliding type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 AF141.2 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 4800 x 1390mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.90 : 26 April 2002 LSL6.2/31 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL SHUTTERS, WINDOWS AND LOUVERS Shutters (Cont'd) Two hour fire rated slat shutters; electrical operating system; sliding type; with exposed key switch boxes mounted on both sides of shutter; as Appendix AA to Particular Specification, section L20 and Drawing nr LCC300/31/A24/801-803 (Cont'd) AF141.3 stainless steel; recessed rail; standard hood (fixed inside room); smoke resistant; with smoke/heat detector activated; approximate size 8100 x 1390mm high nr *** *** *** Windows Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/409 AF201.1 stainless steel; size 3600 x 1120mm high nr *** *** *** Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/412 AF201.2 stainless steel; size 1200 x 1120mm high nr *** *** *** Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section 10 and Drawing nr LCC300/31/A23/001, 002 and /A40/413 nr *** *** *** AF201.3 stainless steel; size 2400 x 1120mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/32 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 ; Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL SHUTTTERS, WINDOWS AND LOUVERS Windows (Cont'd) Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/414 AF201.4 stainless steel; size 4200 x 1120mm high nr *** *** *** Internal windows; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/415 AF201.5 stainless steel; size 4800 x 1120mm high; with 90 degrees turning angle nr *** *** *** Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L1O and Drawing nr LCC300/31/A23/001, 002 and /A40/415 AF201.6 stainless steel; size 1200 x 1120mm high nr *** *** *** AF201.7 stainless steel; size 2400 x 1120mm high nr *** *** *** Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L1O and Drawing nr LCC300/31/A23/001, 002 and /A40/416 AF201.8 stainless steel; size 3600 x 1120mm high nr *** *** *** AF201.9 stainless steel; size 4800 x 1120mm high nr *** *** *** Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L1O and Drawing nr LCC300/31/A23/001, 002 and /A40/417 AF201.10 stainless steel; size 9600 x 1120mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/33 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- METAL, SHUTTERS, WINDOWS AND LOUVERS Windows (Cont'd) Internal windows; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A23/001, 002 and /A40/426 AF201.11 stainless steel; size 4800 x 1120mm high; with 90 degrees turning angle nr *** *** *** SPECIALIST ARCHITECTURAL METALWORK Metal fire hose ree1 cabinets AH200 Hose reel cabinet door; piano hinged; including stainless steel collar surround fixed to reinforced concrete blockout opening with galvanised mild steel fixing lugs; 8mm (minimum) tempered glass front door; approximate size 1190 x 860mm high x 150mm thick; black screen printed signage; all associated ironmongery; as Drawing nr. LCC300/31/A24/301 and /302 nr *** *** *** Metalwork to counters Mild steel door to counter T3D; including door frame; ironmongery; bolts and all other fixing accessories; as Drawing nr LCC300/31/A60/318-320 AH400.1 size 710 x 530mm high nr *** *** *** AH400.2 size 710 x 635mm high nr *** *** *** Mild steel gate to counter T3D; including framing; rods; ironmongery and all other fixing accessories; as Drawing nr LCC300/31/A60/318-319 AH400.3 size 710 x 530mm high nr *** *** *** AH400.4 size 710 x 635mm high nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/34 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Metal raised access floors AH500 600 x 600mm wide cementitious core fully encapsulated panels including vinyl floor tile; pedestal assembly; as Appendix AA to Particular Specification, section K41 and Drawing nr LCC300/31/A30/020 m2 *** *** *** Metal barriers AH620.1 Gates; type T11A; stainless steel; 2300 x 2000mm high; as Drawing nr LCC300/31/A60/751, 752 nr *** *** *** AH620.2 Gates; type T11B; 2130 x 1980mm high nr *** *** *** AH620.3 Gates; type T11C; 830 x 830mm high nr *** *** *** Balustrades Glass balustrade; type T5A; in fully tempered and heat soaked toughened safety glass; with ground edges and railing; as Appendix AA to Particular Specification, section L30 and Drawing nr LCC300/31/A60/120, 130 AH710 typical bay size 1800 x 1050mm high above finished floor level; including 12mm thick glass panes, stainless steel frames, stanchions, concealed base plates and all other necessary accessories m *** *** *** AH790 Mesh balustrade; 1100 mm high; including railing; mesh; stanchion and all necessary accessories as Drawing nr LCC300/31/A15/201-219 m *** *** *** Ancillaries AH890.1 Curtain track; type T2B; 950mm Long; single rail; straight run; including fixing accessories nr *** *** *** AH890.2 Curtain track; type T2C; 950mm Long; single rail; straight run; including fixing accessories nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/35 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- SPECIALIST ARCHITECTURAL METALWORK Anci1laries (Cont'd) AH890.3 Dog resting bench; type T6K; aluminium frame with polypropylene filter; overall size 450 x 300 x 50mm high; as Drawing nr LCC300/31/A60/759 nr *** *** *** AH890.4 Hat and coat hook; type T7F; stainless steel; including stainless steel screw; as Drawing nr LCC300/31/A60/431 nr *** *** *** AH890.5 Hanger hook; type T7G; stainless steel; including stainless steel screw; as Drawing nr LCC300/31/A60/431 nr *** *** *** AH890.6 Metal frame for safe; T13C; including all associate ironmongery and fixing accessories as Drawing nr LCC300/31/A60/708 nr *** *** *** AH890.7 Clean-out grate; stainless steel; with latch and cylinder lock; 1200 x 220 x 5mm thick; as Drawing nr LCC300/31/A60/752 nr *** *** *** AH890.8 Rack; type S4L; stainless steel; overall size 1200 x 615 x 1830mm high; as Drawing nr LCC300/31/A60/754 nr *** *** *** AH890.9 Dog dipping/wash pool; cover type U1A; stainless steel; including framing and ironmongery; overall size 600 x 1050mm; as Drawing nr LCC300/31/A40/962 nr *** *** *** SIGNS AND ADVERTISING PANELS Signs Illuminated; as Drawing nr. LCC300/31/A70/001 AI110 exit signs nr *** *** *** Non-illuminated; room signs AI120.1 type 1D77/11 nr *** *** *** AI120.2 type 1D79/11 nr *** *** *** AI120.3 Hong Kong Police Force standard room signs nr *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/36 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- SIGNS AND ADVERTISING PANELS Signs (Cont'd) Non-illuminated; vinyl graphics; as Drawing nr. LCC300/31/A70/001 AI120.4 warning signs nr *** *** *** AI120.5 lift no smoking signs nr *** *** *** AI120.6 lift number signs nr *** *** *** AI120.7 escape door signs nr *** *** *** AI120.8 disabled wc signs nr *** *** *** AI120.9 disabled toilets emergency call signs nr *** *** *** AI120.10 braille on lift jamb signs nr *** *** *** AI120.11 FM200 signs nr *** *** *** AI120.12 fire alarm signs nr *** *** *** PLASTERING, RENDERING AND WALL LININGS Walls and columns Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** AJ110.2 15 mm thick; to receive terrazzo tiling m2 *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ110.3 15 mm thick; to receive glazed ceramic tiling m2 *** *** *** AJ110.4 15 mm thick; to receive terrazzo tiling m2 *** *** *** Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ110.5 15 mm thick; to wall of hose reel cabinet m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/37 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PLASTERING. RENDERING AND WALL LININGS Walls and columns (Cont'd) Gypsum plaster; as Appendix AA to Particular Specification, section M20 AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** *** AJ122.2 10 mm thick; to receive plasterboard with emulsion paint m2 *** *** *** Gypsum plaster; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ122.3 10 mm thick; to receive emulsion paint m2 *** *** *** Acoustic wall linings; as Appendix AA to Particular Specification, section K10 AJ161 plasterboard; 12 mm thick; screw fixed to metal studs; with 75 mm thick mineral wool lining (60kg/m3) on inside; to receive emulsion paint m2 *** *** *** Wall linings; as Drawing nr LCC300/31/A24/156 AJ162.1 two hour fired board; 10 mm thick; fixed to metal sections m2 *** *** *** Wall linings; dry wall AJ162.2 Calcium silicate fire rated board; overall 100mm thick; 2 hour fire rated; fixed to concrete floor; inclusive of all necessary head, foot and interface restraints m2 *** *** *** Floors Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/38 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors (Cont'd) Cement and sand (1:3) screed; with trowelled finish for wearing surfaces; as Appendix AA to Particular Specification, section M10 AJ232.1 with steel fabric reinforcement; 40 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.2 with steel fabric reinforcement 50 mm thick; to receive vinyl floor m2 *** *** *** AJ232.3 with steel fabric reinforcement; 50 mm thick; to receive carpet tiling m2 *** *** *** AJ232.4 with steel fabric reinforcement; 50 mm thick; to receive anti-dust sealer m2 *** *** *** AJ232.5 with steel fabric reinforcement; 55 mm thick; to receive anti-ricochet tiling m2 *** *** *** AJ232.6 with steel fabric reinforcement; 60 mm thick; to receive granolithic screed with anti-dust sealer m2 *** *** *** AJ232.7 with steel fabric reinforcement; 70 mm thick; to receive terrazzo tiling m2 *** *** *** AJ232.8 with steel fabric reinforcement; 70 mm thick; to receive granite stone tiling m2 *** *** *** AJ232.9 with steel fabric reinforcement; 90 mm thick; to receive homogeneous ceramic tiling m2 *** *** *** AJ232.10 with steel fabric reinforcement; 100 mm thick; to receive vinyl floor m2 *** *** *** AJ232.11 with steel fabric reinforcement; 100 mm thick; to receive carpet tiling m2 *** *** *** AJ232.12 with steel fabric reinforcement; 100 mm thick; to receive anit-dust sealer m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/39 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Floors (Cont'd ) Granolithic screed; with non-slip trowelled finish for wearing surfaces; to cement and sand screed surfaces; as Architectural Specification section 67.1 AJ240 40 mm thick; to receive anti-dust sealer m2 *** *** *** Ceilings including sides and soffits of attached beams Cement and sand (1:3) render; waterproofed; as Architectural Specification section 67.2 AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** *** Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ320.1 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams: 3.5 to 5.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ320.2 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** Ceilings including sides and soffits of attached beams; 6.5 to 8.0m high Cement and sand (1:3) plaster; as Architectural Specification section 67.2 AJ320.3 15 mm thick; to receive anti-fungal emulsion paint m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/40 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- PLASTERING, RENDERING AND WALL LININGS Skirtings, kerbs, channels, wall strings, open strings, curb strings, cornices, mouldings and the like Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20 AJ710.1 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** AJ710.2 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.3 20 mm thick; to receive 150 mm high granite stone tile skirting m *** *** *** AJ710.4 15 mm thick; to receive 150 mm high aluminium section m *** *** *** Cement and sand (1:3) render; as Appendix AA to Particular Specification, section M20; to circular surfaces AJ710.5 15 mm thick; to receive 150 mm high homogeneous ceramic tile skirting m *** *** *** AJ710.6 15 mm thick; to receive 150 mm high vinyl skirting m *** *** *** AJ710.7 20 mm thick; to receive 150 mm high granite stone tile skirting m *** *** *** AJ710.8 15 mm thick; to receive 150 mm high aluminium section m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1 AJ740.1 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** Granolithic screed; with trowelled finish for wearing surfaces; as Architectural Specification section 67.1; to circular surfaces AJ740.2 coved at base; 25mm thick; 150 mm high skirting; to receive anti-dust sealer m *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/41 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- TILING Walls and columns Resin bonded terrazzo tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41 AK110.1 size 300 x 300 x 25mm thick; polish finish m2 *** *** *** Resin bonded terrazzo external corner tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41 AK110.2 size 50 x 50 x 25mm thick; polish finish m *** *** *** Resin bonded terrazzo internal corner tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41 AK110.3 size 50 x 50 x 25mm thick; polish finish m *** *** *** Resin bonded terrazzo tiles; mechanically fixed; as Appendix AA to Particular Specification, section M41; to circular surfaces AK110.4 size 300 x 300 x 25mm thick; polish finish m2 *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.1 size 147 x 147 x 7mm thick; matt finish m2 *** *** *** Ceramic tiles; glazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK130.2 size 147 x 147 x 7mm thick m2 *** *** *** Ceramic external corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.3 size 50 x 50 x 7mm thick m *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/42 Contract. No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ --------------------------------------------------------------------------------------------------- TILING Walls and columns (Cont'd) Ceramic internal corner tiles; glazed; as Appendix AA to Particular Specification, section M40 AK130.4 size 50 x 50 x 7mm thick m *** *** *** Anti-ricochet tiles; to withstand random bullet strikes from 9mm & .38 calibre; screw fixed to timber batten AK190 size 600 x 600 x 43 mm thick m2 *** *** *** Floors Resin bonded terrazzo tiles; as Appendix AA to Particular Specification, section M41 AK210 size 598 x 598 x 30 mm thick; honed finish m2 *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK230 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** *** Granite stone tiles; as Appendix AA to Particular Specification, section M40 AK290.1 size 598 x 598 x 30 mm thick; flamed finish m2 *** *** *** Anti-ricochet tiles; to withstand random bullet strikes from 9mm & .38 calibre AK290.2 size 600 x 600 x 43 mm thick m2 *** *** *** --------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ------------
*** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0 : 26 April 2002 LSL6.2/43 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- TILING Skirtings. kerbs. channels, wall strings, open strings, curb strings, cornices and the like Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40 AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** *** AK530.2 coved; 9mm thick; 150 mm high skirting; to form external angle nr *** *** *** AK530.3 coved; 9mm thick; 150 mm high skirting; to form internal angle nr *** *** *** Homogeneous ceramic tiles; unglazed; as Appendix AA to Particular Specification, section M40; to circular surfaces AK530.4 coved; 9mm thick; 150 mm high skirting m *** *** *** Pre-formed granite tiles; "L" shaped; factory bonded; as Appendix AA to Particular Specification, section M40 AK590.1 coved; 25mm thick; 150 mm high skirting; polished finish m *** *** *** Pre-formed granite tiles; "L" shaped; factory bonded; as Appendix AA to Particular Specification, section M40; to circular surfaces AK590.2 coved; 25mm thick; 150 mm high skirting; polished finish m *** *** *** Aluminium section; extruded with black anodised finish; as Architectural Specification section 69.2 and Drawing nr LCC300/31/A30/016 AK590.3 15mm thick; 150mm high skirting m *** *** *** Aluminium section; extruded with black anodised finish; as Architectural Specification section 69.2; as Drawing nr LCC300/31/A30/016; to circular surfaces AK590.4 15mm thick; 150mm high skirting m *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/44 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- FLEXIBLE SHEETING AND TILING Floors Sheeting and rolls; as Appendix AA to Particular Specification, section M50 AL111 3 mm thick vinyl m2 *** *** *** 600 x 600 mm tiling; as Appendix AA to Particular Specification, section M50 AL123 3 mm thick carpet; on 1.5kg/m2 Dunlop foam underlay m2 *** *** *** Skirtings, kerbs, channels, wall strings open strings, curb strings and the like Coved resilient sheeting; as Appendix AA to Particular Specification, section M50 AL311.1 3 mm thick vinyl; 150 mm high skirting m *** *** *** Coved resilient sheeting; as Appendix AA to Particular Specification, section M50; 50 circular surfaces AL311.2 3 mm thick vinyl; 150 mm high skirting m *** *** *** CEILING SYSTEMS Acoustic mineral fiber tile; type 11: with rectangular edge; 600 x 600 mm wide; with matt finish with the surface pores of random pattern to the approval of the Engineer; exposed aluminum 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000 mm AM130.1 25 mm thick; 1 hour fire rating m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/45 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CEILING SYSTEMS Acoustic mineral fibre tile: type 11; with rectangular edge: 600 x 600 mm wide: with matt finish with the surface pores of random pattern to the approval of the Engineer; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit: threaded hanger rods; as Appendix AA to Particular Specification. section K40 (Cont'd) Depth of suspension: 1000 - 1500 mm AM130.2 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 1500 - 2000 mm AM130.3 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 2000 - 2500 mm AM130.4 25 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM130.5 25 mm thick; 1 hour fire rating m2 *** *** *** Lay-in mineral fiber tile; type 12; with rectangular edge; moisture resistant; 600 x 600 mm wide; with scrub able vinyl plastic paint finish; exposed aluminum 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods: as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000 mm AM130.6 25 mm thick m2 *** *** *** Depth of suspension: 1000 - 1500 mm AM130.7 25 mm thick m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/46 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CEILING SYSTEMS Lay-in mineral fibre tile; type 12; with rectangular edge; moisture resistant; 600 x 600 mm wide: with scrubbable vinyl plastic paint finish; exposed aluminium 24mm tee grid system with powder coated finish; to reinforced concrete structural soffit; threaded hanger rods: Appendix AA to Particular Specification, section K40 (Cont'd) Depth of suspension: 1500 - 2000 mm AM130.8 25 mm thick m2 *** *** *** Depth of suspension: 2000 - 2500 mm AM130.9 25 mm thick m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM130.10 25 mm thick m2 *** *** *** Durasteel metal ceiling; type 13; size and fixings in accordance with manufacturer's instruction; finish to the approval of Engineer; grid type to be approved by the Engineer: to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; as Appendix AA to Particular Specification, section K40 Depth of suspension: 2000 - 2500 mm AM930.1 6 mm thick; 1 hour fire rating m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM930.2 6 mm thick; 1 hour fire rating m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/47 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CEILING SYSTEMS Anti-ricochet tiles; 600 x 600mm wide: to withstand random bullet strikes from 9mm & .38 calibre; screw fixed to 90 x 38mm timber battens: 140 x 38mm timber framing as suspension system: to reinforced concrete structural soffit; hangers to be recommended by the Engineer Depth of suspension: 4000 - 4500 mm AM930.3 43 mm thick m2 *** *** *** Double layer suspended ceiling; type 14; durasteel metal ceiling top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer: grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; acoustic mineral fibre tile as bottom layer: with rectangular edge; 600 x 600 mm wide; with matt finish with surface pores of random pattern to the approval of Engineer; exposed aluminium 24 mm tee grid system with power coated finish; suspended on frame of durasteel metal ceiling; threaded hangers rods; as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000 mm AM930.4 top layer 6 mm thick and bottom Layer 25 mm thick; 2 hour fire rating m2 *** *** *** Depth of suspension: 1000 - 1500 mm AM930.5 top layer 6 mm thick and bottom layer 25 mm thick; 2 hour fire rating m2 *** *** *** Depth of suspension: 1500 - 2000 mm AM930.6 top layer 6 mm thick and bottom layer 25 mm thick; 2 hour fire rating m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/48 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CEILING SYSTEMS Double layer suspended ceiling; type 14; durasteel metal ceiling as top layer: size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffits; hangers to be recommended by the manufacturer; acoustic mineral fibre tile as bottom layer; with rectangular edge; 600 x 600 mm wide; with matt finish with surface pores of random pattern to the approval of Engineer: exposed aluminium 24 mm tee grid system with powder coated finish.; suspended on frame of durasteel metal ceiling: threaded hangers rods; as Appendix AA to Particular Specification, section K40 (Cont'd) Depth of suspension: 2000 - 2500 mm AM930.7 top layer 6 mm thick and bottom layer 25 mm thick; 2 hour fire rating m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM930.8 top layer 6 mm thick and bottom layer 25 mm thick; 2 hour fire rating m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/49 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- CEILING SYSTEMS Double layer suspended ceiling; type 14A; durasteel metal ceiling as top layer; size and fixings to manufacturer's instruction; finish to the approval of the Engineer; grid type to be approved by the Engineer; to reinforced concrete structural soffit; hangers to be recommended by the manufacturers; perforated G.M.S. metal panel as bottom layer; 595 x 595mm wide; require 25% penetration with minimum 20mm hole size; with powder coated finish; proprietary fixing grid system or similar to be approved by the Engineer; all fittings to be external grade and self-draining; suspended on frame of durasteel metal ceiling; 10mm G.M.S. rod hangers; as Appendix AA to Particular Specification, section K40 Depth of suspension: not exceeding 1000 mm AM930.9 top layer 6 mm thick and bottom layer 1.2 mm thick; 2 hour fire rating m2 *** *** *** Depth of suspension: 4000 - 4500 mm AM930.10 top layer 6 mm thick and bottom layer 1.2 mm thick; 2 hour fire rating m2 *** *** *** SANITARY ACCESSORIES AN100.1 Paper hand towel dispensers; fixed to concrete block wall nr *** *** *** AN100.2 Paper hand towel dispensers; fixed to reinforced concrete wall nr *** *** *** AN300.1 Electric hand dryers; fixed to concrete block wall nr *** *** *** AN300.2 Electric hand dryers; fixed to reinforced concrete wall nr *** *** *** AN400.1 Toilet roll holders; stainless steel; fixed to concrete block wall nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/50 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES AN400.2 Toilet roll holders; stainless steel; fixed to reinforced concrete wall nr *** *** *** AN600.1 Soap dispensers; stainless steel surface; fixed to concrete block wall nr *** *** *** AN600.2 Soap dispensers; stainless steel surface; counter top mounted nr *** *** *** AN900.1 Soap dishes; semi-recessed; vitreous clay; fixed to concrete block wall nr *** *** *** AN900.2 Soap dishes; semi-recessed; vitreous clay; fixed to reinforced concrete wall nr *** *** *** AN900.3 Folding handrail; stainless steel; 32mm diameter; 2mm (min) thick; 700mm long; including base plate and all other necessary accessories; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.4 Grab rail; stainless steel; 32mm diameter; 2mm (min) thick; 600mm long; including 80mm diameter x 30mm thick stainless steel flange; to reinforced concrete walls; as Drawing nr LCC300/31/A16/001 nr *** *** *** AN900.5 Stainless steel hook; fixed to concrete block wall; as Drawing nr LCC300/31/A40/901 nr *** *** *** AN900.6 Waste bins; fixed to reinforced concrete wall nr *** *** *** AN900.7 Waste bins; fixed to concrete block wall nr *** *** *** AN900.8 Urinal divider; vitreous clay; type U4L1 nr *** *** *** Seating proprietary bench; angle supported; type T6L; as Drawing nr LCC300/31/A60/432 AN900.9 bench size 1000 x 300 x 75 mm nr *** *** *** AN900.10 bench size 2300 x 300 x 75 mm nr *** *** *** Seating proprietary bench; angle supported; type T6M; as Drawing nr LCC300/31/A60/433 AN900.11 bench size 500 x 300 x 450 mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/51 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- SANITARY ACCESSORIES Seating proprietary bench; wall mounted; type T6R; including hanger rail and shoe rack; as Drawing nr LCC300/31/A60/435 AN900.12 bench size 2000 x 320 x 1600 mm high nr *** *** *** Seating; proprietary bench; wall mounted; type T6P; 19mm thick plastic laminated plywood with rubber protected rounded edge; including hangers and shoe rack; as Drawing nr LCC300/31/A60/435 AN900.13 bench size 600 x 300 x 450 mm high nr *** *** *** AN900.14 bench size 980 x 300 x 450 mm high nr *** *** *** AN900.15 bench size 1080 x 300 x 450mm high nr *** *** *** AN900.16 bench size 1200 x 300 x 450mm high nr *** *** *** AN900.17 bench size 1440 x 300 x 450mm high nr *** *** *** AN900.18 bench size 1500 x 300 x 450mm high nr *** *** *** AN900.19 bench size 1510 x 300 x 450mm high nr *** *** *** AN900.20 bench size 2000 x 300 x 450mm high nr *** *** *** AN900.21 bench size 3100 x 300 x 450mm high nr *** *** *** AN900.22 bench size 3500 x 300 x 450mm high nr *** *** *** Seating proprietary bench; free standing; type T6Q; including hanger rail and shoe rack; as Drawing nr LCC300/31/A60/435 AN900.23 bench size 1500 x 620 x 1600 mm high m *** *** *** AN900.24 bench size 2000 x 620 x 1600 mm high m *** *** *** AN900.25 Fold down seat; type T6V; size 450 x 300mm; consisting of 1.5mm thick stainless steel 316 (hairline finish) seat panel; 25 x 25 x 1.5mm stainless steel angle; fold down bracket fixed to stainless steel angle; hinged fold down bracket (heavy duty) with plug and screw to wall; as Drawing nr LCC300/31/A60/436 nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/52 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/409 AQ410.1 size of typical bay 1200 x 2140mm high m2 *** *** *** AQ410.2 size of typical bay 2110 x 2140mm high; with 45 degrees turning angle m2 *** *** *** Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/410 AQ410.3 size of typical bay 600 x 2140mm high m2 *** *** *** AQ410.4 size of typical bay 1200 x 2140mm high m2 *** *** *** Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/411 AQ410.5 size of typical bay 1200 x 2140mm high m2 *** *** *** Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/414 AQ410.6 size of typical bay 600 x 2140mm high m2 *** *** *** AQ410.7 size of typical bay 1200 x 2140mm high m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/53 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Framed glass screens (Cont'd) Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/417 AQ410.8 size of typical bay 1200 x 2140mm high m2 *** *** *** Framing; stainless steel; two hour fire rated; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/418 AQ410.9 size of typical bay 1200 x 2140mm high m2 *** *** *** Clear toughened laminated glass; 12mm thick; two hour fire rated; with 260mm high silk screen printing zone; as Appendix AA to Particular Specification, section L40 and Drawing nr LCC300/31/A23/001, 002 AQ420.1 fixed to stainless steel framing; size of typical bay 600 x 2140mm high m2 *** *** *** AQ420.2 fixed to stainless steel framing; size of typical bay 910 x 2140mm high m2 *** *** *** AQ420.3 fixed to stainless steel framing; size of typical bay 1200 x 2140mm high m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/54 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLASS WALLING AND SPECIALIST GLAZING Glass doors Two hour fire rated pivot hinge glass door; double leaf; including but not limited to clear toughened laminated glass; 12mm thick; fixed to stainless steel (hairline finish) frame; 260mm high silk screen printing zone and 210mm wide door handle/lock zone; all associated ironmongery; as Appendix AA to Particular Specification, section L10 and Drawing nr LCC300/31/A40/409, 410, 411, 417 and 418 AQ600.1 size 1800 x 2140mm high nr *** *** *** AQ600.2 size 2400 x 2140mm high nr *** *** *** Two hour fire rated sliding glass door; including but not limited to clear toughened laminated glass; 12mm thick; fixed to stainless steel (hairline finish) frame; 260mm high silk screen printing zone and 210mm wide door handle/lock zone; as Appendix AA to Particular Specification section L10 and Drawing nr LCC300/31/A40/410 AQ600.3 size 2400 x 2140mm high nr *** *** *** GENERAL GLAZING Glass Clear toughened laminated glass; 12mm thick AS135.1 area 1.3m2; glazing to stainless steel internal windows; as Appendix AA to Particular Specification section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/55 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL GLAZING Glass (Cont'd) Clear toughened laminated glass; 12mm thick; two hour fire rated AS135.2 area 1.3m2; glazing to stainless steel internal windows; as Appendix AA to Particular Specification section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** Toughened laminated glass (one way visual panel); 12mm thick; two hour fire rated AS134 area 0.5-lm2; glazing to stainless steel internal windows; as Appendix AA to Particular Specification section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** AS135.3 area 1.3m2; glazing to stainless steel internal windows; as Appendix AA to Particular Specification section L40 and Drawing nr LCC300/31/A23/001, 002 m2 *** *** *** Plastic Sheet AS325 Polycarbonate; 19mm thick; burglar resistance polycarbonate sheet; size 1200 x 1200mm high; to schroff counter; with counter speech holes; as Drawing nr LCC300/31/A60/324 m2 *** *** *** Mirrors AS500.1 Mirror; stainless steel; 6 mm thick; 450 x 900 mm high; vandal resistant; mounted to wall; including fixing bolt nr *** *** *** Glass mirror; 6 mm thick; with 18 mm thick backing board; (marine quality); stainless steel angle frame; 18 mm long countersunk stainless steel screw, sealants and sealing tape; as Drawing nr LCC300/31/A60/407 AS500.2 size 450 x 600 mm high nr *** *** *** AS500.3 size 740 x 900 mm high nr *** *** *** AS500.4 size 900 x 900 mm high nr *** *** *** AS500.5 size 1200x 900 mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/56 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GLAZING Mirrors (Cont'd) Glass mirror; 6 mm thick; with 18 mm thick backing board; (marine quality); stainless steel angle frame; 18 mm long countersunk stainless steel screw, sealants and sealing tape; as Drawing nr LCC300/31/A60/407 (Cont'd) AS500.6 size 1400 x 900 mm high nr *** *** *** AS500.7 size 1500 x 900 mm high nr *** *** *** AS500.8 size 1600 x 900 mm high nr *** *** *** AS500.9 size 1650 x 900 mm high nr *** *** *** AS500.10 size 1700 x 900 mm high nr *** *** *** AS500.11 size 1800 x 900 mm high nr *** *** *** AS500.12 size 1970 x 900 mm high nr *** *** *** AS500.13 size 2000 x 900 mm high nr *** *** *** AS500.14 size 2185 x 900 mm high nr *** *** *** AS500.15 size 2250 x 900 mm high nr *** *** *** AS500.16 size 2310 x 900 mm high nr *** *** *** AS500.17 size 2440 x 900 mm high nr *** *** *** AS500.18 size 2500 x 900 mm high nr *** *** *** AS500.19 size 2620 x 900 mm high nr *** *** *** AS500.20 size 2690 x 900 mm high nr *** *** *** AS500.21 size 3000 x 900 mm high nr *** *** *** Glass mirror; type 6 mm thick; type T7D; with 18mm thick backing board; (marine quality); stainless steel angle frame; 18 mm long countersunk stainless steel screw, sealants and sealing tape; as Drawing nr LCC300/31/A60/407 AS500.22 size 600 x 1800mm high nr *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/57 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] Rev.0 : 26 April 2002 LSL6.2/58 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL6.2 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/59 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL6.2 : Fixed Fitting-out Works for Government Office Accomodation (EPIW) (Option 1) Brought Forward Page No. LSL6.2/1 *** Page No. LSL6.2/2 *** Page No. LSL6.2/3 *** Page No. LSL6.2/4 *** Page No. LSL6.2/5 *** Page No. LSL6.2/6 *** Page No. LSL6.2/7 *** Page No. LSL6.2/8 *** Page No. LSL6.2/9 *** Page No. LSL6.2/10 *** Page No. LSL6.2/11 *** Page No. LSL6.2/12 *** Page No. LSL6.2/13 *** Page No. LSL6.2/14 *** Page No. LSL6.2/15 *** Page No. LSL6.2/16 *** Page No. LSL6.2/17 *** Page No. LSL6.2/18 *** Page No. LSL6.2/19 *** Page No. LSL6.2/20 *** Page No. LSL6.2/21 *** Page No. LSL6.2/22 *** Page No. LSL6.2/23 *** Page No. LSL6.2/24 *** Page No. LSL6.2/25 *** Page No. LSL6.2/26 *** Page No. LSL6.2/27 *** Page No. LSL6.2/28 *** Page No. LSL6.2/29 *** Page No. LSL6.2/30 *** ------------------------------------------------------------------ Carried Forward *** ---------- [STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/COL/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1) Lump Sum Breakdown L6 : Counters and Fixed Fitting-Out Works Lump Sum Item LSL6.2 L6.2 : Fixed Fitting-out Works for Government Office Accommodation (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL6.2 : Fixed Fitting-out Works for Government Office Accomodation (EPIW) (Option 1) Brought Forward Page No. LSL6.2/31 *** Page No. LSL6.2/32 *** Page No. LSL6.2/33 *** Page No. LSL6.2/34 *** Page No. LSL6.2/35 *** Page No. LSL6.2/36 *** Page No. LSL6.2/37 *** Page No. LSL6.2/38 *** Page No. LSL6.2/39 *** Page No. LSL6.2/40 *** Page No. LSL6.2/41 *** Page No. LSL6.2/42 *** Page No. LSL6.2/43 *** Page No. LSL6.2/44 *** Page No. LSL6.2/45 *** Page No. LSL6.2/46 *** Page No. LSL6.2/47 *** Page No. LSL6.2/48 *** Page No. LSL6.2/49 *** Page No. LSL6.2/50 *** Page No. LSL6.2/51 *** Page No. LSL6.2/52 *** Page No. LSL6.2/53 *** Page No. LSL6.2/54 *** Page No. LSL6.2/55 *** Page No. LSL6.2/56 *** Page No. LSL6.2/57 *** Page No. LSL6.2/58 *** Page No. LSL6.2/59 *** ------------------------------------------------------------------ Total of Lump Sum Item LSL6.2 *** ---------- [STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL6.2/COL/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE Lump Sum Breakdown L7 : Reprovision of Police Check Point Lump Sum Item LSL7.1 L7.1 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- ROADS AND PAVINGS Ancillaries R899 Electric drop arm barriers, complete including but not limited to flashing high intensity lights, operator control systems, cabling, as per Appendix II to Particular Specification nr *** *** *** MISCELLANEOUS WORK X999 Flood lighting as Appendix II to the Particular Specification sum *** *** *** -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL7.1 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL7.1/1 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE Lump Sum Breakdown L7 : Reprovision of Police Check Point Lump Sum Item LSL7.1 L7.1 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Contractor's Other Charges The Contractor shall enter hereunder any specific item of work or obligation or thing which is necessary for the execution of the Works, as required by the Contract, which has been omitted from or has not been separately itemised in this Lump Sum Breakdown and for which a separate charge is required. The unit of measurement for any Contractor's Other Charges shall be "sum", with Quantity and Rate columns entered with "N/A". -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL7.1 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL7.1/2 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE Lump Sum Breakdown L7 : Reprovision of Police Check Point Lump Sum Item LSL7.1 L7.1 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$ -------------------------------------------------------------------------------------------------- GENERAL ITEMS Method-Related Charges The Contractor shall enter hereunder in detail any method related charges items in accordance with CESMM3 Section 7 -------------------------------------------------------------------------------------------------- To Collection of Lump Sum Item LSL7.1 *** ----------
[STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL7.1/3 Contract No. LCC-300 Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE Lump Sum Breakdown L7 : Reprovision of Police Check Point Lump Sum Item LSL7.1 L7.1 : Reprovision of Police Check Point (EPIW)(Option 1) ITEM DESCRIPTION AMOUNT HK$ ------------------------------------------------------------------ COLLECTION OF LUMP SUM ITEM LSL7.1 Reprovision of Police Check Point (EPIW) (Option 1) Page No. LSL7.1/1 *** Page No. LSL7.1/2 *** Page No. LSL7.1/3 *** ------------------------------------------------------------------- Total of Lump Sum Item LSL7.1 *** ---------- [STAMP] *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. Rev.0 : 26 April 2002 LSL7.1/COL/1 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT SCHEDULE OF MILESTONES (OPTION 1) [STAMP] Rev.0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE K EPIW - EARTHWORK AND PILING (OPTION 1) IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------- K1 Complete piling works for Connecting Link 25 July 2003 Bridge K2 Complete earthworks for widening of Lok Ma 27 August 2003 Chau Road CH220 - CH900, except the area at the culvert at Chau Tau Tsuen Road. K3 Complete the prefabricated vertical drain and 30 May 2004 surcharge at new EVA K4 Complete all piling works for Ha Wan Channel 24 September 2004 Bridge and associated north extended abutments K5 Complete removal of surcharge at new EVA 27 December 2004 K6 Complete earthworks for construction of new 27 May 2005 EVA CH1100-CH2000 K7 Complete earthworks for widening of boundary 29 July 2005 patrol road CH2000-CH2695 K8 1. Complete earthworks for Connecting Link 26 August 2005 Bridge 2. Complete earthworks for widening of existing access road CH900-CH1100 K9 Complete all remaining earthworks for 24 March 2006 widening of Lok Ma Chau Road CH220-CH900 K10 Complete all works in this Cost Centre 30 September 2006 [STAMP] Rev.1: 28 June 2002 SM/1(Option 1) Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES COST CENTRE L EPIW - STRUCTURE (OPTION 1) IPS DATE FOR MILESTONE ACHIEVEMENT OF NO. ACTIVITY DESCRIPTION MILESTONE -------------------------------------------------------------------------------- L1 1. Handover Link Bridge Site area to the Link 27 September 2003 Bridge Contractor 2. Complete widening works of Lok Ma Chau Road up to the base-course from CH220 to CH900, except the area at the culvert at Chau Tau Tsuen Road. L2 1. Complete the culvert at Chau Tau Tsuen 28 March 2004 Road 2. Complete the Ha Wan Channel Culvert Extension L3 Complete installation of all geotechnical 30 June 2004 instruments at the new EVA. L4 1. Complete the Ha Wan Channel Bridge 25 March 2005 2. Complete the lining extension for the Ha Wan Channel L5 1. Complete new EVA from chainage 1100 to 18 October 2005 chainage 2000 2. Complete all structures and all E & M services installation, inspection and substantial testing and commissioning for the Link Bridge L6 Complete widening of existing access road 24 February 2006 from chainage 900 to chainage 1100 L7 1. Complete Immigration and Customs Counters 1 June 2006 2. Complete all fitting-out works in all Government accommodation 3. Complete all roadworks in this Cost Centre L8 Complete all works in this Cost Centre 30 September 2006 [STAMP] Rev.2: 28 October 2002 SM/2(Option 1) Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE APPENDIX 2 TO THE FORM OF TENDER PRICING DOCUMENT INTERIM PAYMENT SCHEDULE (OPTION 1) [STAMP] Rev.0: 26 April 2002 Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE (OPTION 1) COST CENTRE K COST CENTRE L ---------------------- ---------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------- 1 Nov-02 *** *** 2 Dec-02 *** *** 3 Jan-03 *** *** 4 Feb-03 *** *** 5 Mar-03 *** *** 6 Apr-03 *** *** 7 May-03 *** *** 8 Jun-03 *** *** 9 Jul-03 *** K1 *** 10 Aug-03 *** K2 *** 11 Sep-03 *** *** L1 12 Oct-03 *** *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 June 2002 IPS/1(Option 1) Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE (OPTION 1) COST CENTRE K COST CENTRE L ---------------------- ---------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------- 13 Nov-03 *** *** 14 Dec-03 *** *** 15 Jan-04 *** *** 16 Feb-04 *** *** 17 Mar-04 *** *** L2 18 Apr-04 *** *** 19 May-04 *** K3 *** 20 Jun-04 *** *** L3 21 Jul-04 *** *** 22 Aug-04 *** *** 23 Sep-04 *** K4 *** 24 Oct-04 *** *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev. 1: 28 June 2002 IPS/2(Option 1) Contract No. LCC-300 Addendum No. 1 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE (OPTION 1) COST CENTRE K COST CENTRE L ---------------------- ---------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------- 25 Nov-04 *** *** 26 Dec-04 *** K5 *** 27 Jan-05 *** *** 28 Feb-05 *** *** 29 Mar-05 *** *** L4 30 Apr-05 *** *** 31 May-05 *** K6 *** 32 Jun-05 *** *** 33 Jul-05 *** K7 *** 34 Aug-05 *** K8 *** 35 Sep-05 *** *** 36 Oct-05 *** *** L5 *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2: 28 October 2002 IPS/3 (Option 1) Contract No. LCC-300 FORM OF TENDER APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS INTERIM PAYMENT SCHEDULE (OPTION 1) COST CENTRE K COST CENTRE L ---------------------- ---------------------- VALUATION CALENDAR CUMULATIVE CUMULATIVE NO. MONTH % MILESTONES % MILESTONES ------------------------------------------------------------------- 37 Nov-05 *** *** 38 Dec-05 *** *** 39 Jan-06 *** *** 40 Feb-06 *** *** L6 41 Mar-06 *** K9 *** 42 Apr-06 *** *** 43 May-06 *** *** 44 Jun-06 *** *** L7 45 Jul-06 *** *** 46 Aug-06 *** *** 47 Sep-06 *** K10 *** L8 *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.2: 28 October 2002 IPS/4 (Option 1) Contract No. LCC-300 FORM OF TENDER Note: Confidential treatment has been requested for portions of this exhibit. The copy filed herewith omits the information subject to the confidentiality request. Omissions are designated as "***." A complete version of this exhibit has been filed separately with the Securities and Exchange Commission. [LOGO] KCR [CHINESE CHARACTERS] KOWLOON CANTON RAILWAY CORPORATION EAST RAIL EXTENSIONS CONTRACT LCC-300 LOK MA CHAU TERMINUS AND ASSOCIATED WORKS FORM OF TENDER (PART 8 OF 8) [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER ANNEX 1 APPENDIX 2 - PRICING DOCUMENT ABWFSMM Annex 1 Standard Method of Measurement Architectural Builder's Works and Finishes July 1998 Edition [STAMP] 28 October 2002 Contract No. LCC-300 Standard Method of Measurement Architectural Builder's Works and Finishes [KCRC MAP] [LOGO] KCR [CHINESE CHARACTERS] East Rail Extensions KOWLOON-CANTON RAILWAY CORPORATION ARCHITECTURAL BUILDER'S WORKS AND FINISHES STANDARD METHOD OF MEASUREMENT Acknowledgement: Kowloon-Canton Railway Corporation wish to thank The Mass Transit Railway Corporation for making this document available for use on the KCRC East Rail Extensions Project. ABWF Standard Method of Measurement ARCHITECTURAL BUILDIER'S WORKS AND FINISHES STANDARD METHOD OF MEASUREMENT CONTENTS Section 1. General Principles i - ii Section 2. Work Classification iii Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4 Class AB : Partitions AB/1-AB/2 Class AC : Carpentry & Joinery AC/1-AC/4 Class AD : Ironmongery AD/1-AD/4 Class AE : Metal Doors and Frames AE/1-AE/4 Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2 Class AG : Metal Cladding AG/1-AG/2 Class AH : Specialist Architectural Metalwork AH/1-AH/4 Class AI : Signs and Advertising Panels AI/1-AI/4 Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4 Class AK : Tiling AK/1-AK/4 Class AL : Flexible Sheeting and Tiling AL/1-AL/4 Class AM : Ceiling Systems AM/1-AM/4 Class AN : Sanitary Accessories AN/1-AN/2 Class AO : Stonework AO/1-AO/4 Class AP : Curtain Walling AP/1-AP/4 Class AQ : Glass Walling and Specialist Glazing AQ/1-AQ/6 Class AR : Skylights AR/1-AR/2 Class AS : General Glazing AS/1-AS/2 Class AT : Architectural Coatings and Special Finishings AT/1-AT/2 July 1998 ABWF Standard Method of Measurement ARCHITECTURAL BUILDIER'S WORKS AND FINISHES STANDARD METHOD OF MEASUREMENT CONTENTS Section 1. General Principles i - ii Section 2. Work Classification iii Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4 Class AB : Partitions AB/1-AB/2 Class AC : Carpentry & Joinery AC/1-AC/4 Class AD : Ironmongery AD/1-AD/4 Class AE : Metal Doors and Frames AE/1-AE/4 Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2 Class AG : Metal Cladding AG/1-AG/2 Class AH : Specialist Architectural Metalwork AH/1-AH/4 Class AI : Signs and Advertising Panels AI/1-AI/4 Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4 Class AK : Tiling AK/1-AK/4 Class AL : Flexible Sheeting and Tiling AL/1-AL/4 Class AM : Ceiling Systems AM/1-AM/4 Class AN : Sanitary Accessories AN/1-AN/2 Class AO : Stonework AO/1-AO/4 Class AP : Curtain Walling AP/1-AP/4 Class AQ : Glass Walling and Specialist Glazing AQ/1-AQ/6 Class AR : Skylights AR/1-AR/2 Class AS : General Glazing AS/1-AS/2 Class AT : Architectural Coatings and Special Finishings AT/1-AT/2 July 1998 ABWF Standard Method of Measurement SECTION 1. GENERAL PRINCIPLES Title application and extent 1.1 The title of this document is Architectural Builder's Works and Finishes Standard Method of Measurement, which is abbreviated to ABWFMM. The ABWFMM is intended to be used in conjunction with the Conditions of Contract, other Standard Methods of Measurement referred to in the Preamble to the Bill of Quantities and the Preamble to the Bill of Quantities and only in connection with architectural builder's works and finishes. 1.2 (a) The Classes in the ABWFMM are supplemental to those contained in the Civil Engineering Standard Method of Measurement, third edition (CESMM3), reprinted with corrections in 1992, as amended by the Preamble to the Bill of Quantities. (b) Sections 1 to 8 of CESMM3 as amended by the Preamble to the Bill of Quantities shall apply to the preparation of Bills of Quantities in accordance with the ABWFMM. (c) CESMM3 Classes A to Y as amended by the Preamble to the Bill of Quantities shall be used in preparing architectural builder's works and finishes Bills of Quantities insofar as the items included in those Classes are required in the Bill of Quantities. CESMM3 Classes 2. References to Classes A to Y in the ABWFMM are references to CESMM3 Classes and where work is excluded from the ABWFMM and identified as being included in any Class in CESMM3 then it shall be measured in accordance with CESMM3 and the Preamble to the Bill of Quantities and included in the Bill of Quantities. i July 1998 ABWF Standard Method of Measurement Measurement and 3. Where ABWFMM Measurement Rules require pricing of items of that the areas of an item of work in which other measured shall include areas occupied by items of another item of measurable work which is work occur itself also a separate measurable item in accordance with the ABWFMM, the measurements of the quantities for the former in which the latter occurs shall include the areas occupied by the latter. The price for the measured item of the latter is therefore effectively extra only over the price for the measured item of the former. Examples : Class AA Measurement Rule M5 "areas of roof tiling measured shall include areas occupied by roof tiling ancillaries"; Class AK Measurement Rule M6 "areas measured for work in which round edge tiles, coves, beads, mouldings and the like occur shall include areas occupied by round edge tiles, coves, beads, mouldings and the like." Joints 4. "Joints" referred to in the Coverage Rules of the ABWFMM shall mean all types of joints including but not limited to butt joints, filler joints, movements joints, expansion and contraction joints, control joints and the like of any material (e.g. mortar, sealants, backing rods, metal sections, etc), whether within the body of an item of work and/or at the boundary of an item of work, and shall be deemed to include all works necessary for the proper execution and completion of the joints. ii July 1998 ABWF Standard Method of Measurement SECTION 2. WORK CLASSIFICATION Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4 Class AB : Partitions AB/1-AB/2 Class AC : Carpentry & Joinery AC/1-AC/4 Class AD : Ironmongery AD/1-AD/4 Class AE : Metal Doors and Frames AE/1-AE/4 Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2 Class AG : Metal Cladding AG/1-AG/2 Class AH : Specialist Architectural Metalwork AH/1-AH/4 Class AI : Signs and Advertising Panels AI/1-AI/4 Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4 Class AK : Tiling AK/1-AK/4 Class AL : Flexible Sheeting and Tiling AL/1-AL/4 Class AM : Ceiling Systems AM/1-AM/4 Class AN : Sanitary Accessories AN/1-AN/2 Class AO : Stonework AO/1-AO/4 Class AP : Curtain Walling AP/1-AP/4 Class AQ : Glass Walling and Specialist Glazing AQ/1-AQ/6 Class AR : Skylights AR/1-AR/2 Class AS : General Glazing AS/1-AS/2 Class AT : Architectural Coatings and Special Finishings AT/1-AT/2 iii July 1998 ABWF Standard Method of Measurement CLASS AA : ROOF TILING AND METAL ROOF CLADDING Includes : Roof tiling and ancillaries Metal roof cladding and ancillaries Roof lights forming an integral part of roof cladding Excludes : Precast concrete slabs (included in class H) Structural metal frames (included in class M) Miscellaneous metal framing (included in class N) Waterproofing work (included in class W) Metal cladding (included in class AG) Skylights (included in class AR) General roofing drainage and guttering (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------------------------- 1 Roof tiling 1 Precast concrete tiles 1 Upper surfaces inclined 2 Plain tiles at an angle not 3 Interlocking tiles exceeding 30 DEG. to the 4 Chinese tiles horizontal m/2/ 2 Upper surfaces inclined at 30 DEG. - 60 DEG. to the horizontal m/2/ 3 Surfaces inclined at an angle exceeding 60 DEG. to the horizontal m/2/ 4 Curved surfaces m/2/ 5 Domed surfaces m/2/ 6 Surfaces of width not exceeding 300mm m 7 Surfaces of width 300mm - 1m m 8 Isolated groups of surfaces nr 2 Roof tiling ancillaries 1 Hips m 2 Valleys m 3 Ridges m 4 Verges m 5 Eaves courses m 6 Ornamental tiles nr
AA/1 July 1998 ABWF Standard Method of Measurement CLASS AA
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 The areas measured C1 Items for work in this class A1 Where the colour of roof shall be those of the shall be deemed to include : tiling and roof cladding surfaces covered. No specified is not within the deduction from the areas a) preparation of background, manufacturer's standard measured shall be made for overlaps, joints, mitres, colour ranges in accordance holes and openings each not angles, seams, rolls, fillets with BS or RAL or DIN exceeding 0.5m/2/ in area. and the like. international colour standards the item descriptions shall so b) laying to falls or cambers. state and also identify the colour. c) all cutting at square and raking abutments, top edges, verges and the like, bedding and pointing leaves, verges and the like and cutting and fitting around outlets, pipes and the like. d) drilling or cutting of other work. e) coloured roof tiling and roof cladding from manufacturers standard colour ranges in accordance with BS or RAL or DIN international colour standards. f) any other items of a like nature to the foregoing. M2 Surfaces of width not D1 Roof tiling shall be C2 Items for roof tiling, other than A2 Item descriptions for roof exceeding 1m shall not be classed as to curved or precast concrete tiles, shall be tiling shall state type and size distinguished by domed surfaces only deemed to be single course and single of tiles, material on which the inclination or by where a radius of layer unless otherwise described. tiling is to be laid, and curvature. curvature of the surface method of fixing. is less than 10m. A3 Tiles with special M3 Roof tiling classed as C3 Items for hips, valleys, ridges, features shall be identified in to curved or domed surfaces verges and eaves courses shall be item descriptions. shall not be distinguished deemed to include fair ends, stop by inclination. ends, intersections and the like. A4 Gauge and lap of roof tiling, other than precast concrete tiles, shall be stated in item descriptions. A5 Item descriptions for roof tiling, other than precast concrete tiles, shall identify roof tiling with double course M4 Isolated groups of D2 Isolated groups of or double layer. surfaces of different surfaces shall be classed shape or dimensions shall as such only where the A6 Item descriptions for be measured as separate total surface area of isolated groups of surfaces shall items. each group does not identify the work to be exceed 6m/2/. roofed and state its location. M5 Areas of roof tiling measured shall include areas occupied by roof tiling ancillaries.
AA/2 July 1998 ABWF Standard Method of Measurement CLASS AA
FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------------------------- 3 Roof cladding 1 Aluminium 1 Upper surfaces inclined at 2 Plastic clad aluminium an angle not exceeding 3 Profiled aluminium 30 DEG. to the horizontal m/2/ 4 Profiled plastic clad 2 Upper surfaces inclined at aluminium 30 DEG. - 60 DEG. to the 5 Galvanised mild steel horizontal m/2/ 6 Coated mild steel 3 Surfaces inclined at an 7 Other materials (type angle exceeding 60 DEG. to to be stated) the horizontal m/2/ 4 Curved surfaces m/2/ 5 Domed surfaces m/2/ 6 Surfaces of width not exceeding 300mm m 7 Surfaces of width 300mm - 1m m 8 Isolated groups of surfaces nr 4 Roof cladding ancillaries 1 Filler pieces, ridges and hip cappings, barge boards and corner pieces, flashings and the like m 2 Louvres m 3 Cranked and turned up sheets m 4 Capped ends, finials and the like to ridges and hip cappings nr 5 Roof ventilators nr 5 Roof lights and special 1 Dead lights nr sheets to roof cladding 2 Open lights nr 3 Transparent plastic sheets nr 4 Ventilator sheets nr 5 Sheets with soaker flanges nr
AA/3 July 1998 ABWF Standard Method of Measurement CLASS AA (see rules at head of class on page AA/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M6 Surfaces of width not D3 Roof cladding shall C4 Items for roof cladding, roof A7 Item descriptions for roof exceeding 1m shall not be be classed as to curved cladding ancillaries and roof lights cladding shall state : distinguished by or domed surfaces only and special sheets to roof cladding inclination or by where a radius of shall be deemed to include a) type and minimum curvature. curvature of the surface sealants. thickness of cladding. is less than 10m. M7 Roof cladding classed as b) method of fixing the to curved or domed surfaces D4 Isolated groups of C5 Items for roof cladding, roof cladding and any shall not be distinguished surfaces shall be classed cladding ancillaries and roof lights bedding required. by inclination. as such only where the and special sheets to roof cladding total surface area of shall be deemed to include all A8 Item descriptions for each group does not necessary purlins, cladding profiled roof cladding shall state exceed 6m/2/. rails, framing, fixings and the the profile where specifically like necessary to fix them to required. the building structure. A9 Insulation forming an integral part of the roof cladding M8 Isolated groups of shall be identified in item surfaces of different shape descriptions and fully or dimensions shall be described. measured as separate items. A10 Item descriptions for isolated groups of surfaces shall identify the work to be covered with roof cladding and state its location. M9 Areas of roof cladding A11 Roof cladding ancillaries measured shall include shall each be measured areas occupied by cranked separately and fully described. and turned up sheets. M1O Areas of roof A12 Roof lights and special cladding measured shall sheets shall each be measured include areas occupied by separately and fully described. roof lights and special sheets. A13 Item descriptions for sheets with soaker flanges for pipes shall state the size of pipes in 50mm stages.
Note Roof tiling and roof cladding may be measured by the number of isolated groups of surfaces of the same shape and dimensions instead of by the length or area of the separate surfaces. AA/4 July 1998 ABWF Standard Method of Measurement CLASS AB : PARTITIONS Includes : Proprietary partitions including doors, glazed panels, access panels, windows and skirtings Non-proprietary partitions Proprietary toilet cubicles including doors and ironmongery Insulation forming an integral part of partitions Excludes : Brick partitions and concrete block partitions (included in class U) Painting and architectural coatings and specialist finishings (included in classes V and AT) Timber doors, access panels, frames to doors and access panels, and skirtings to non-proprietary partitions (included in AC) Metal doors and metal windows to non-proprietary partitions (included in classes AE and AF) Stone partitions (included in class AO) Glass partitions (included in class AQ) Glass block partitions (included in class AS) Glass to non-proprietary partitions (included in class AS) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Proprietary partitions 1 Partitions m 2 Ends, angles and intersections nr 1 Stops ends 2 Angles 3 Three way intersections 4 Four way intersections 3 Doors nr 4 Glazed panels nr 5 Access panels nr 6 Windows nr 2 Non-proprietary 1 Partitions m partitions 2 Forming openings for doors nr 3 Forming openings for glazed panels nr 4 Forming openings for access panels nr 5 Forming openings for windows nr 3 Proprietary toilet cubicles nr AB/1 July 1998 ABWF Standard Method of Measurement CLASS AB
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Doors, glazed panels, C1 Items for work in this class access panels and windows shall be deemed to include : in proprietary partitions are included in this a) preparation of background. class. Doors, glazed panels, access panels and b) joints. windows in non-proprietary c) anchorages, bolts, screws partitions are excluded and other fixings. from this class and shall be classed appropriately. d) drilling or cutting of other Forming openings for work. doors, glazed panels, access panels and windows e) any other items of a like in non-proprietary nature to the foregoing. partitions are included in this class. M2 The length measured for partitions shall exclude the length of voids which extend to the full height of the partition other than voids for full height doors, glazed panels, access panels and windows. C2 Items for partitions shall be A1 Item descriptions for deemed to include notching or partitions shall fully describe framing around ducts, beams, the partitions and state the power points or other projections. height and method of fixing at top and bottom. C3 Items for partitions shall be deemed to include framing and A2 Skirtings and cable duct linings. skirtings associated with proprietary partitions shall be C4 Items for doors, glazed panels, identified in item access panels and windows in descriptions. proprietary partitions shall be deemed to include : A3 Item descriptions for doors, glazed panels, access a) forming openings in panels and windows in partitions. proprietary partitions shall state the size and fully b) ironmongery, glass, linings, describe the doors, glazed frames and the like. panels, access panels and windows. C5 Items for non-proprietary partitions shall be deemed to include A4 Insulation forming an stop ends, angles and intersections. integral part of partitions shall be identified in item C6 Items for forming openings for descriptions and fully glazed panels and forming openings described. for windows in non-proprietary partitions shall be deemed to A5 Item descriptions for include frames, mullions, transoms forming openings in non- and the like. proprietary partitions shall state the size of openings. C7 Items for proprietary toilet A6 Items descriptions for cubicles shall be deemed to proprietary toilet cubicles shall include all doors, ironmongery, state the overall dimensions, accessories, clips, brackets, number of compartments, fittings and the like. finishing materials and method of fixing.
AB/2 July 1998 ABWF Standard Method of Measurement CLASS AC
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ---------------------------------------------------------------------------------------------------------------------------------- M1 The lengths and areas C1 Items for carpentry and A1 Item descriptions for measured for carpentry joinery shall be deemed to carpentry and joinery shall and joinery items shall, include: state the materials. subject to Rule M4, be measured net with no a) cutting, nailing, A2 Item descriptions for allowance for joints or countersinking, circular work shall so state. laps. pelleting, glueing, plugging, screwing, M2 No deduction from the framing up, notching, areas measured shall be holes, housing ends, made for holes and mitres, ends, angles, openings each not junctions, wedges, exceeding 0.5m/2/ in pins, area. short lengths, lippings, M3 The dimensions of stops, splayed or timber shall be deemed to rounded edges, be finished sizes unless chamfers, rebates and otherwise described. grooves. b) labour to stops and cross grain. c) joints, preservatives, anchorages, bolts, screws and all other fixings. d) drilling or cutting of other work. e) any other items of a like nature to the foregoing. C2 Items for carpentry and joinery shall be deemed to be wrought unless otherwise stated. C3 Items for wrought timber shall be deemed to include the extra material necessary to produce the finished sizes. C4 Items for doors shall be A3 Item descriptions for deemed to include fixing, fitting doors, access panels and trap and hanging. doors shall state the thickness, size and constructional details. A4 Item descriptions for doors, access panels and trap doors with louvres shall be identified separately describing the louvres and method of fixing. A5 Item description for door with glazed panels shall be identified separately stating the size, method of fixing, type and thickness of glass.
AC/2 July 1998 ABWF Standard Method of Measurement CLASS AC : CARPENTRY & JOINERY Includes : Doors and frames including glass in doors with glazed panel Floors and skirtings Shelving and fittings Insulation Excludes : Formwork to concrete (included in class G) Timber components, fittings and decking (included in class O) Timber piles (included in class P) Timber sleepers (included in class S) Timber fences and gates (included in class X) Insulation forming and integral part of roof cladding, partitions, metal cladding, suspended ceilings and curtain walling (included in class AA, AB, AG, AM and AP) Doors in proprietary partitions (included in class AB) Doors in proprietary toilet cubicles (included in class AB) Skirtings in proprietary partitions (included in class AB)
FIRST DIVISION SECOND DIVISION THIRD DIVISION ---------------------------------------------------------------------------------------------- 1 Doors nr 1 Solid core flush 2 Access panels and trap doors nr 2 Hollow core flush 3 Panelled
AC/1 July 1998 ABWF Standard Method of Measurement CLASS AC
FIRST DIVISION SECOND DIVISION THIRD DIVISION --------------------------------------------------------------------------------------------------------- 3 Frames and architraves 1 Frames m 2 Architraves m 4 Floors m/2/ 1 Strip board flooring 2 Block and parquet flooring 5 Skirtings m 6 Shelving m 1 Width: not exceeding 200mm 2 200 - 300mm 3 300 - 400mm 4 stated exceeding 400mm 7 Fittings nr 1 Cupboards 2 Counters 3 Information units 4 Worktops 5 Notice boards 6 Vent louvres 8 Insulation m/2/ 1 Sheets 1 Floors 2 Quilts 2 Sloping upper surfaces 3 Boards 3 Walls 4 Loose fill 4 Soffits
AC/3 July 1998 ABWF Standard Method of Measurement CLASS AC (see rules at head of class on page AC/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M4 The full length of tenons C5 Items for frames shall be A6 Item descriptions for and other joints shall be deemed to include bedding frames shall state cross- included in the length of frames. sectional dimensions and the frames and 75mm shall be method of fixing. added for each horn unless otherwise specified A7 Item descriptions for architraves shall state cross- sectional dimensions. C6 Items for floors shall be A8 Item descriptions for strip deemed to include sealer and board flooring shall state the polish. size of boards and the method of jointing and nailing. Floors to be traversed or finished for polishing shall so state. Floors tongued with metal tongues shall be so described and shall include the tongues. A9 Item descriptions for block and parquet flooring shall state the sizes of the blocks, the pattern, method of jointing and materials for bedding. Floors finished for polishing shall so state. C7 Items for skirtings shall be A10 Item descriptions for deemed to include grounds, skirtings shall state the battens and the like for fixing. thickness, height and method of fixing. C8 Items for shelving shall be A11 Item descriptions for deemed to include bearers, shelving shall state the brackets and the like, of any thickness and the method of material. fixing. C9 Items for fittings shall be A12 Item descriptions for deemed to include ironmongery. fittings shall state the overall size and be identified by reference to the Specification and Drawings. A13 Item descriptions for insulation shall state the overall nominal thickness.
AC/4 July 1998 ABWF Standard Method of Measurement CLASS AD : IRONMONGERY Includes : Ironmongery to timber doors, metal doors, access panels, fire hose reel cabinet doors, kiosk and boc doors Excludes : Ironmongery to proprietary toilet cubicles (included in class AB) Ironmongery to joinery fittings (included in class AC) Ironmongery to metal clad doors, stone clad doors and glass doors (included in class AG, AO and A) Sanitary accessories (included in class AN) Ironmongery to windows, shutters, curtain walling, skylights, specialist architectural metalwork and t like complete with ironmongery components
FIRST DIVISION SECOND DIVISION THIRD DIVISION --------------------------------------------------------------------------------------------------------------------------------- 1 Sets nr 2 Hinges 1 Butt nr 2 Rising butt nr 3 Spring nr 4 Double action spring nr 5 Piano nr 3 Locks, latches and bolts 1 Lock cases 1 Cylinder lock cases nr 2 Mortice sash lock cases nr 3 Mortice deadlock cases nr 4 Mortice bathroom lock cases nr 5 Combined lock case sets with handles nr 2 Latch cases 1 Mortice escape latch cases nr 2 Mortice night latch cases nr 3 Narrow style mortice deadlatch cases nr 4 Combined latch case sets with handles nr 3 Bolts 1 W C Indicating bolts nr 2 Lever action flush bolts and easyclean sockets nr 4 Cylinders 1 Temporary cylinders nr 2 Permanent cylinders nr 5 Backplates nr 6 Keying systems 1 Masterkeying sum 2 Grand masterkeying sum 4 Closers and selectors 1 Light duty single action surface mounted overhead door closers nr 2 Light duty single action transom mounted overhead door closers nr 3 Heavy duty single action surface mounted overhead door closers nr 4 Heavy duty single action transom mounted overhead door closers nr 5 Door selectors nr 5 Handles 1 Lever handles nr 2 Pull handles nr 3 Backplates nr 4 Roses nr 6 Push plates nr 7 Kick plates nr 8 Accessories 1 Door stops nr 2 Spyholes nr 3 Coat hooks nr 4 Bumper hooks nr 5 Magnetic catches nr
AD/1 July 1998 ABWF Standard Method of Measurement CLASS AD
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- C1 Items for work excluding A1 Item descriptions for sets supply and delivery shall be shall be identified by the deemed to include: reference numbers given in the Specification and a) taking delivery from Drawings. the Supplier at an agreed point on the Site. A2 Item descriptions shall identify ironmongery by b) taking delivery from the stating the reference Supplier in batches in numbers given in the accordance with the Specification and Drawings. Delivery Programme. A3 Item descriptions for c) opening packaging on ironmongery shall state the delivery, checking surfaces to which contents against ironmongery is fixed. delivery schedule, checking for damage A4 Item descriptions for and repacking contents hinges, push plates, kick plates after inspection for and backplates shall state the storage. dimensions. d) transporting items from A5 Item descriptions for point of delivery to masterkeying shall identify the secure store to be number of cylinders in the provided on the Site by group of cylinders. Item the Contractor. descriptions for grand masterkeying shall identify the e) transporting items from number of groups and total secure store to point number of cylinders. of installation including all multiple handling. f) assembly of components. g) temporary works in connection with installation of ironmongery. h) any other item of a like nature to the foregoing.
AD/2 July 1998 ABWF Standard Method of Measurement CLASS AD FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- AD/3 July 1998 ABWF Standard Method of Measurement CLASS AD
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- C2 Items for work excluding installation shall be deemed to include: a) sorting deliveries into batches and arranging delivery in accordance with the Delivery Programme. b) delivery to a designated point on the Site to be agreed between the Supplier, Engineer and Contractor. c) attendance on site upon delivery; witnessing opening of package and checking contents for damage; compliance with delivery schedule; etc. d) any other item of a like nature to the foregoing. C3 Items for cylinders shall be deemed to include extension pieces.
AD/4 July 1998 ABWF Standard Method of Measurement CLASS AE : METAL DOORS AND FRAMES Includes : Metal doors and frames and all associated items (e.g. transoms, removable panels, fixed panels, etc) Excludes : Access panel doors, fire hose reel cabinet doors, kiosk and booth doors (included in class AH, AG and AP) Doors forming an integral part of metal cladding systems (included in class AG) Stone clad doors (included in class AO) Glass doors (included in class AQ) Signs (included in class AI) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Non-fire rated doors and frames nr 1 Stainless steel 2 Half hour fire rated doors and 2 Galvanised steel frames nr with paint finish 3 One hour fire rated doors and 3 Mild steel with frames nr paint finish 4 Two hours fire rated doors and frames nr 5 Four hours fire rated doors and frames nr AE/1 July 1998 ABWF Standard Method of Measurement CLASS AE
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Item descriptions for D1 The expression 'with C1 Items for work excluding A1 Item descriptions shall items excluding supply and paint finish' shall mean supply and delivery shall be identify doors and frames and delivery shall include factory applied paint deemed to include: all associated items by stating features from First finish. the door type numbers given in the Division only. a) taking delivery from the Specification and Drawings. Supplier at an agreed point on the Site. A2 Item descriptions for air tight doors and frames shall b) taking delivery from the so state. Supplier in batches in accordance with the Delivery Programme. c) opening packaging on delivery, checking contents against delivery schedule, checking for damage and repacking contents after inspection for storage. d) transporting items from point of delivery to secure store to be provided on the Site by the Contractor. e) transporting items from secure store to point of installation including all multiple handling. f) assembly of components of doors and frames. g) temporary works in connection with installation of doors and frames. h) grouting frames. i) pointing around frames. j) any other item of a like nature to the foregoing.
AE/2 July 1998 ABWF Standard Method of Measurement CLASS AE FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- AE/3 July 1998 ABWF Standard Method of Measurement CLASS AE
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES -------------------------------------------------------------------------------------------------------------------------------- C2 Items for work excluding installation shall be deemed to include: a) sorting deliveries into batches and arranging delivery in accordance with the Delivery Programme. b) delivery to a designated point on the Site to be agreed between the Supplier, Engineer and Contractor. c) attendance on site upon delivery; witnessing opening of package and checking contents for damage; compliance with delivery schedule, etc. d) any other item of a like nature to the foregoing.
AE/4 July 1998 ABWF Standard Method of Measurement CLASS AF : METAL SHUTTERS, WINDOWS AND LOUVRES Includes : Metal shutters and collapsible gates Metal windows Metal louvres Bird screens, insect screens and wind guards for metal louvres Excludes : Windows and louvres forming an integral part of curtain walling system (included in the class AP) Glass to windows and glass louvres (included in Class AS) Louvres forming an integral part of the air supply or return systems (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------------------------- 1 Shutters nr 1 Grille shutters 1 Stainless steel 2 Non-fire rated slat shutters 2 Galvanized steel with paint finish 3 One hour fire rated shutters 3 Mild steel with paint finish 4 Two hours fire rated shutters 4 Aluminium with paint finish 5 Four hours fire rated shutters 5 Aluminium with anodized finish 6 Collapsible gates 2 Windows nr 3 Louvres nr
AF/1 July 1998 ABWF Standard Method of Measurement CLASS AF
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- D1 The expression 'with C1 Items for shutters, windows A1 Item descriptions for shutters paint finish' shall mean and louvres shall be deemed to shall identify shutters and all factory applied paint include : associated items by stating the finish. shutter type numbers given in the a) preparation of Specification and Drawings. background. b) joints. c) all ancillary items including fixing lugs, gaskets, weather strips, A2 Item descriptions for windows ironmongery, glazing beads, shall identify windows and all and the like. associated items by stating the window type numbers given in the d) priming backs of Specification and Drawings. frames and rebates prior to glazing. e) drilling or cutting of other work. f) any other items of a like nature to the A3 Item descriptions for foregoing. louvres shall identify louvres and all associated items by C2 Items for shutters shall be stating the louvre type deemed to include guide rails. numbers given in the Specification and Drawings. C3 Items for electrically operated shutters shall be A4 Bird screens, insect deemed to include all types of screens and wind guards motorised mechanism and where expressly required power connections. shall be identified in item descriptions for louvres.
AF/2 July 1998 ABWF Standard Method of Measurement CLASS AG : METAL CLADDING Includes : Metal cladding Doors and access panels including glazing forming an integral part of metal cladding Ironmongery of doors and access panels forming an integral part of metal cladding Insulation forming an integral part of metal cladding Signs and graphics forming an integral part of metal cladding Excludes : Metal roof cladding (included in class AA) Specialist architectural metal work (included in class AH) Metal ceiling systems (included in class AM) Metal cladding forming an integral part of curtain walling (included in class AP) In situ painting to metalwork (included in classes V and AT)
FIRST DIVISION SECOND DIVISION THIRD DIVISION ------------------------------------------------------------------------------------------------------------ 1 System metal cladding 1 Vitreous enamelled steel 1 Walls and attached columns m2 2 Other specialist metal cladding 2 Galvanised mild steel 2 Isolated columns m2 3 Coated mild steel 3 Ceilings including sides and 4 Stainless steel soffits of attached beams m2 5 Anodised aluminum 4 Isolated beams m2 6 Coated aluminum 5 Copings m 7 Other materials (type to be 6 Doors nr stated) 7 Access panels nr
AG/1 July 1998 ABWF Standard Method of Measurement CLASS AG
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 No deduction from the D1 Coating to metal C1 Items for work in this class A1 Item descriptions for metal areas measured shall be cladding required to be shall be deemed to include : cladding shall state : made for holes and stated in the item openings each not descriptions in a) preparation of background. a) thickness (for Engineer's exceeding 0.5m/2/ in area. accordance with design) or minimum thickness Additional Description b) installation complete with (for Contractor's design), Rules shall mean anchorages, structural coating or surface finish of factory applied supporting frames, metal cladding. finishes to the linings, purlins, cladding cladding. rails and all other necessary b) nature of background. framing and fixings. D2 Structural supporting c) method of jointing and frames shall mean all c) holes, notching and the like. sealing. structural members necessary to fix the d) all cuttings, narrow widths, A2 Item descriptions for circular, metal cladding to the trimming around openings, elliptical, spherical and like building structure access panels and items shall so state. including all fixings, obstructions including extra jointing, bolts, etc framing, supports and edge A3 Metal cladding with special and surface treatment. trim for same. features and metal cladding with special integral decorations, e) drilling or cutting of other signs and graphics shall each be work. measured separately and described. f) any other items of a like A4 Metal cladding which are fully nature to the foregoing. demountable for access (as opposed to access panels) shall be identified in item descriptions. A5 Insulation forming an integral part of metal cladding shall be identified in item descriptions and fully described. M2 Item descriptions for C2 Items for doors and access A6 Item descriptions shall state panels shall group panels panels, shall be deemed to include the backing material and shape of within the following frames, glass, ironmongery and all panels. categories: accessories. A7 Works to ceilings and beams (i) not exceeding 1.0m/2/ where the ceiling or beam (the higher in the case of attached (ii) 1.0 - 1.5m/2/ beams) exceeds 3.5m from finished floor level shall be given (iii) 1.5 - 2.0m/2/ separately and so described, the height being stated in stages of (iv) 2.0 - 2.5m/2/ 1.5m. (v) 2.5 - 3.0m/2/ A8 Item descriptions for doors and access panels shall state the size. (vi) exceeding 3.0m/2/; size to be fully A9 Copings shall be described in described item descriptions.
AG/2 July 1998 ABWF Standard Method of Measurement CLASS AH : SPECIALIST ARCHITECTURAL METALWORK Includes : Metal access panel doors Metal fire hose reel cabinets Metalwork to kiosks and booths Metalwork to counters Metal raised access floors (e.g. computer rooms) Flexible sheeting and tiling forming an integral part of metal raised access floors Metal seats, bins, bollards, guard rails and other like items Metal barriers and associated gates Glass balustrades, metal handrails and capping pieces to glass balustrades Excludes : Miscellaneous metalwork (included in class N) Metalwork to partitions (included in class AB) Metal doors and frames (included in class AE) Metal shutters, collapsible gates, windows and louvres (included in class AF) Metal cladding system (included in class AG) Parapets to curtain walling (included in class AP) Glass to metal barriers (included in class AS) In-situ painting to metalwork (included in classes V and AT) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Metal access panel doors nr 2 Metal fire hose reel cabinets nr 3 Metalwork to kiosks and booths nr 4 Metalwork to counters nr 5 Metal raised access floors m/2/ AH/1 July 1998 ABWF Standard Method of Measurement CLASS AH
ADDITIONAL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES DESCRIPTION RULES --------------------------------------------------------------------------------------------------------------------------------- C1 Items for work in this class A1 Item descriptions shall shall be deemed to include: identify specialist architectural metalwork by reference to a) preparation of Specification and Drawings. background. b) adhesive, framing, backing, supports, anchorages, brackets, bolts, matching screws and all other fixing. c) all labours, and stops and returns to all labours. d) all cutting, narrow widths, small quantities, intersections, holes and the like. e) joints. f) gaskets, flashings and the like. g) ironmongery. h) drilling or cutting of other work. i) holes for screws and for other fixings. j) drilling or cutting of other work. k) any other items of a like nature to the foregoing. C2 Items for access panel doors, hose reel cabinets, kiosks and booths, counters, barriers and gates shall be deemed to include ironmongery. A2 Flexible sheeting and tiling forming an integral part of metal raised access floors shall be identified in item descriptions.
AH/2 July 1998 ABWF Standard Method of Measurement CLASS AH FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 6 Metal barriers 1 Barriers m 2 Gates nr 7 Balustrades m 1 Glass balustrades 2 Metal handrails to top of glass balustrades 3 Metal capping pieces to bottom of glass balustrades 8 Ancillaries 1 Metal seats nr 2 Metal bins nr 3 Metal bollards nr 4 Metal guard rails m AH/3 July 1998 ABWF Standard Method of Measurement CLASS AH (see rules at head of class on page AH/2)
ADDITIONAL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES DESCRIPTION RULES --------------------------------------------------------------------------------------------------------------------------------- C3 Items for barriers shall be deemed to include angles, bends, ramps, wreaths, mitres, intersections, ends, junctions, A3 Item descriptions for gates and the like. shall state the size. C4 Items for glass balustrades A4 Item descriptions shall shall be deemed to include state the height of balustrades. metal balusters, stanchions, uprights, end posts, corner A5 Item descriptions shall posts and the like. identify the type thickness (for Engineer's design) or C5 Items for balustrades shall minimum thickness (for be deemed to include angles, Contractor's design) and bends, ramps, wreaths, mitres, method of fixing the glass. intersections, ends, junctions and the like. A6 Item descriptions shall identify grinding, polishing, etching surfaces or edges and bevelled edges. A7 Item descriptions shall identify the type and finish of metal and method of fixing. A8 Item descriptions shall identify the type and finish of metal and method of fixing.
AH/4 July 1998 A8WF Standard Method of Measurement CLASS AI : SIGNS AND ADVERTISING PANELS Includes : Station signage Station advertising panels Excludes : Painting letters, numerals, characters and punctuation (included in classes V and AT) : Signs and graphic forming an integral part of metal cladding systems (included in class AG) Fixing of illuminated signs and illuminated advertising panels (included in BSMM) Electronic information boards, electronic signs and monitors (included in BSMM) Portable signs AI/1 July 1998 ABWF Standard Method of Measurement CLASS A1
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES -------------------------------------------------------------------------------------------------------------------------------- C1 Items for work excluding supply and delivery shall be deemed to include: a) taking delivery from the Supplier at an agreed point on the Site. b) taking delivery from the Supplier in batches in accordance with the Delivery Programme. c) opening packaging on delivery, checking contents against delivery schedule, checking for damage and repacking contents after inspection for storage. d) transporting items from point of delivery to secure store to be provided on the Site by the Contractor. e) transporting items from secure store to point of installation including all multiple handling. f) assembly of components, graphics and the like. g) temporary works in connection with installation of signs and advertising panels. h) any other item of a like nature to the foregoing. C2 Items for work excluding installation shall be deemed to include: a) sorting deliveries into batches and arranging delivery in accordance with the Delivery Programme. b) delivery to a designated point on the Site to be agreed between the Supplier, Engineer and Contractor. c) attendance on site upon delivery; witnessing opening of package and checking contents for damage; compliance with delivery schedule, etc. d) any other item of a like nature to the foregoing.
AI/2 July 1998 ABWF Standard Method of Measurement CLASS AI FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Signs nr 1 Illuminated 2 Non-illuminated 2 Advertising panels nr 1 Illuminated 2 Non-illuminated 3 Individual letters, 1 Aluminium numerals and characters nr 2 Stainless steel 4 Individual symbols and graphics nr 3 Plastic 5 Silk screen letters, numerals, characters, symbols and graphics nr 6 Acid etched letters, numerals, characters, symbols and graphics nr AI/3 July 1998 ABWF Standard Method of Measurement CLASS AI (see rules at head of class on page AI/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- A1 Item descriptions for signs shall identify signs and all associated items by stating the sign type numbers given in the Specification and Drawings. A2 Item descriptions for advertising panels shall identify advertising panels and all associated items by stating the advertising panel type numbers given in the Specification and Drawings. A3 Item descriptions for individual letters, numerals and characters shall state the height and style. A4 Item descriptions for individual symbols and graphics shall state the height. A5 Item descriptions for plastic shall state the type of plastic. M1 Silk screen letters, A6 Item descriptions for silk numerals, characters, symbols screen letters, numerals, and graphics and acid etched characters, symbols and letters, numeral, characters, graphics and acid etched letters, symbols and graphics shall be numerals, characters, symbols measured by the number of and graphics of different complete descriptions or descriptions or messages shall messages as shown on Drawings each be separately identified. or described in the Specification instead of A7 Item descriptions for silk individual letters, numerals, screen letters, numerals, characters, symbols and characters, symbols and graphics graphics in the descriptions and acid etched letters, numerals, or messages. characters, symbols and graphics shall state the surface to which the work is applied.
AI/4 July 1998 ABWF Standard Method of Measurement CLASS AJ : PLASTERING, RENDERING AND WALL LININGS Includes : In situ finishes and wall linings Excludes : Finishes to concrete (included in class G) Paving work (included in class R) Brickwork, blockwork and masonry (included in class U) Painting (included in class V) Waterproofing and roof screeds (included in class W) Partitions (included in class AB) Metal claddings (included in class AG) Tiling (included in class AK) Flexible sheeting and tiling (included in class AL) Stone claddings (included in class AO) Architectural coatings and special finishings (included in class AT) AJ/1 July 1998 ABWF Standard Method of Measurement CLASS AJ
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Internal work, C1 Items for work in this A1 Item descriptions for in- external work and work in class shall be deemed to situ finishes and wall linings plant rooms shall each be include: shall state the material and measured separately thickness. either in different Parts a) preparation of of an Activity Bill or in background including A2 Item descriptions shall different Activity Bills. bonding agents and state the surface (other than the like. concrete, brickwork and M2 Unless otherwise blockwork) to which finishes stated, areas measured b) all cutting, narrow are applied. Item descriptions shall be the actual areas widths, small for sundries shall not be to which in-situ finishes quantities, laying work distinguished by the surface to and wall linings are in bays or between which sundries are applied. applied. division or panel strips, groined work, A3 Item descriptions for M3 No deduction from the temporary rules, circular, elliptical, spherical areas measured shall be margins, bands, and like items shall so state. made for holes and internal angles, arrises, openings each not fair edges, quirks exceeding 0.5m/2/ in area throats, drips, coves, or for unbracketed rebates, grooves cornices, mouldings and intersections. the like of any width. c) fitting up to frames, around pipes and brackets and similar items, and dishing to outlets. d) fillings to shaped insets, recessed manhole or similar covers, mat sinkings, pipe trench covers and the like. e) laying work to flat surfaces, slopes falls and currents as required. f) joints, angle beads and stops, dividing strips. g) sealer and polish. h) drilling or cutting of other work. i) any other items of a like nature to me foregoing. C2 Items for work in this class shall be deemed to be applied on concrete, brickwork or blockwork surfaces unless otherwise described.
AJ/2 July 1998 ABWF Standard Method of Measurement CLASS AJ
FIRST DIVISION SECOND DIVISION THIRD DIVISION --------------------------------------------------------------------------------------------------- 1 Walls and columns m/2/ 1 Render 2 Floors m/2/ 3 Ceilings including sides and soffits of attached beams m/2/ 4 Sloping ceilings including sides 2 Plaster 1 Cement and soffits of attached beams and 2 Gypsum sloping soffits of staircases m/2/ 5 Isolated beams m/2/ 6 Stairs and steps m/2/ 7 Skirtings, kerbs, channels, wall 3 Screed 1 With metallic hardener strings, open strings, curb 2 With steel fabric reinforcement strings, cornices, mouldings and 3 Light weight aggregate the like m 4 Light weight aggregate with steel fabric reinforcement 4 Granolithic 5 Terrazzo 6 Wall Linings 1 Plasterboard 2 Fire rated boards 3 Acoustic panels 4 Insulation boards 5 Composite boards 8 Sundries 1 Non-slip inserts m
AJ/3 July 1998 ABWF Standard Method of Measurement CLASS AJ (see rules at head of class on page AJ/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M4 Screed thicknesses D1 Treads and risers, C3 Items for floors shall be A4 Work to ceilings and shall be the nett landings, aprons, ends, deemed to include forming beams where the ceiling or thicknesses of the screed edges of steps, returns channels within the thickness beam (the higher in the case exclusive of the and the like shall be of the in-situ floor finishes of attached beams) exceeds thicknesses of any mortar classed as stairs and 3.5m from finished floor level beds which are included steps. shall be given separately and in the relevant items of C4 Items for skirtings, kerbs so described, the height tiling. channels, wall strings, open being stated in stages of strings, curb strings, cornices, 1.5m. Cornices, mouldings and M5 Where the finishes on mouldings and the like shall be similar items which occur in sides and soffits of deemed to include angles work to ceilings and beams attached beams are the stops, intersections, fair ends, shall not be distinguished by same as on the walls junctions, wreathed corners height from finished floor built up to the underside and the like. level. of those beams the beam finishes shall be measured with the wall finishes. C5 Items for in-situ finishes shall be deemed to include a A5 Skirtings, kerbs, channels, strip of lathing at junction of wall strings, open strings, curb M6 Channels not formed different background strings, cornices, mouldings and within the thickness of materials. the like shall each be the in-situ floor measured separately. Item finishes shall be C6 Items for in-situ finishes descriptions shall state the measured. receiving tiling or flexible height for skirtings, girth for sheeting or flexible tiling shall kerbs, width and depth for be deemed to include surface channels, average height for finish required to receive the wall strings and open strings, material stated in item girth for curb strings, girth of descriptions. the visible contour for cornices, visible girth for mouldings. Other like items shall be described. A6 Item descriptions for in- situ finishes shall state the mix of material, additives and, if more than one coat, the number and thickness of coats. A7 Item descriptions for in- situ finishes shall identify patterned work. A8 Item descriptions for in- situ finishes receiving tiling or flexible sheeting or flexible tiling shall state the material to be received. Item descriptions for in-situ finishes not receiving tiling or flexible sheeting or flexible tiling shall state the surface finish. A9 Item descriptions for granolithic and terrazzo finishes shall identify different colours. C7 Items for wall linings shall A10 Item descriptions for be deemed to include wall linings shall state the preparation of cut-edges, type and method of fixing. forming joints, studs, battens and the like and all fixings. A11 Item descriptions for non-slip inserts shall state material and size.
AJ/4 July 1998 ABWF Standard Method of Measurement CLASS AK : TILING Includes : Tile units of any size (terrazzo, mosaic, ceramic, vitrified ceramic, quarry, reconstituted granite granolithic) Excludes : Roof tiles (included in class AA) Render, plaster, screed and wall linings (included in class AJ) Flexible sheeting and tiling (included in class AL) Natural stonework units of any size (included in class AO) AK/1 July 1998 ABWF Standard Method of Measurement. CLASS AK
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Internal work, C1 Items for work in this class shall A1 Item descriptions for tiles external work and work be deemed to include preparation of shall identify type, size and in plant rooms shall each background. thickness of tiles. be measured separately either in different Parts C2 Items for tiles shall be deemed A2 Surface finish of tiles shall of an Activity Bill or in to include: be identified in item descriptions different Activity Bills. for tiles where more than one type a) adhesives; bedding of any of surface finish is specified for M2 Unless otherwise thickness, metal anchors, the same type of tiles. stated, areas measured metal framework, slurry of shall be the actual areas any colour to back of tiles, A3 Item descriptions for circular, to which tiling is applied. grouting of any colour, joints elliptical, spherical and like and dividing strips. items shall so state. M3 No deduction from b) raking out joints for and A4 Tiles with special features the areas measured shall pointing flashings, bedding and tiles with special decorations be made for holes and plates, bedding and pointing shall each be measured openings each not all frames. separately and described. exceeding 0.5m/2/ in area. c) all cutting, narrow widths, A5 Where the colour of tiles small quantities, laying work specified is not within the in bays or between division manufacturers standard colour or panel strips, groined work, ranges in accordance with BS or stops, temporary rules, RAL or DIN international colour margins, bands, internal standards the item descriptions angles, arrises, drips, edges, shall so state and also identify ends, notching, holes and the colour. intersections. d) fitting up to frames, around pipes and brackets and similar items, and dishing to outlets. e) filling in to shaped insets, recessed manhole covers, mat sinkings, pipe trench covers and the like. f) laying work to flat surfaces, slopes, fall and currents. g) laying work in patterns. h) sealer and polish. i) drilling or cutting of other work. j) coloured tiles from manufacturers standard colour ranges in accordance with BS or RAL or DIN international colour standards. k) any other items of a like nature to the foregoing.
AK/2 July 1998 ABWF Standard Method of Measurement CLASS AK FIRST DIVISION SECOND DIVISION THIRD DIVISION ------------------------------------------------------------------------------ 1 Walls and columns m/2/ 1 Terrazzo 2 Floors m/2/ 2 Mosaic 3 Ceilings including sides and 3 Ceramic soffits of attached beams m/2/ 4 Vitrified Ceramic 4 Stairs and steps m/2/ 5 Quarry 5 Skirtings, kerbs, channels, wall 6 Reconstituted strings, open strings, curb m granite strings, cornices and the like m 7 Granolithic 6 Nosings 7 Round edge tiles, coves, beads, mouldings and the like m 8 Sundries 1 Non-slip inserts m AK/3 July 1998 ABWF Standard Method of Measurement CLASS AK (see rules at head of class on page AK/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULE RULES --------------------------------------------------------------------------------------------------------------------------------- M4 Where the finishes on D1 Treads and risers, C3 Items for floors shall be A6 Work to ceilings including sides and soffits of landings, aprons, ends, deemed to include forming sides and soffits of attached attached beams are the same edges of steps, returns channels in work of a similar beams where-the ceilings and as on the walls built up to and the like shall be type. beams (the higher in the case the underside of those classed as stairs and of attached beams) exceeds beams the beam finishes steps. 3.5m from finished floor level shall be measured with the C4 Items for skirtings, kerbs, shall be given separately and wall finishes. channels, wall strings, open so described, the height strings, curb strings, cornices and being stated in stages of M5 The heights of tile the like and round edge tiles, 1.5m. Cornices and similar skirtings shall be based coves, beads, mouldings and the items which occur in work to on tile sizes and not the like shall be deemed to include ceilings including sides and dimension between the angles, mitres, stops, soffits of attached beams shall finished floor surface and intersections, fair ends not be distinguished by the top of the tile. junctions, wreathed corners height from finished floor and the like including special level. tiles or fittings for same. M6 Channels not formed in work of a similar type shall be measured. C5 Items for mosaic floor tiles A7 Skirtings, kerbs, channels, M7 Areas measured for shall be deemed to include for wall strings, open strings, curb work in which round edge setting the edge tiles at strings, cornices and the like tiles, coves, beads, junctions between floors and shall each be measured mouldings and the like walls at an angle including all separately and fully occur shall include areas necessary dubbing out. described. Item descriptions occupied by round edge shall state the height for tiles, coves, beads, skirtings, girth for kerbs, width mouldings and the like. and depth for channels, average height for wall strings and open strings, girth for curb strings, girth of the visible contour for cornices. Other like items shall be described. A8 Round edge tiles, coves, beads, mouldings and the like shall each be measured separately and described. A9 Item descriptions for non- slip inserts shall state material and size.
NOTE Reconstituted granite and terrazzo units of any size shall be measured under this class and not class AO. AK/4 July 1998 ABWF Standard Method of Measurement CLASS AL : FLEXIBLE SHEETING AND TILING Includes : Vinyl, linoleum and carpet sheeting and rolls Vinyl, linoleum and carpet tiling Excludes : Flexible sheeting and tiling forming an integral part of metal raised access floors (included in class AH) Skirtings to proprietary partitions (included in class AB) Terrazzo tiles, mosaic tiles, ceramic tiles, vitrified ceramic tiles, quarry tiles, artificial stone tiles and granolithic tiles (included in class AK) AL/1 July 1998 ABWF Standard Method of Measurement CLASS AL
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Unless otherwise C1 Items for work in this A1 Item descriptions shall stated, areas measured class shall be deemed to identify type and thickness. shall be the actual areas include : to which sheeting and A2 Item descriptions for rolls and tiling is a) preparation of sheeting and rolls and tiling applied. background. with underlays shall identify nature and number of M2 No deduction from the b) adhesives and the like. underlays. areas measured shall be made for holes and c) all cutting, narrow A3 Item descriptions for openings each not widths, small circular, elliptical, spherical exceeding 0.5m/2/ in quantities, laying work and like items shall so state. area. in bays or between division or panel strips, A4 Sheeting and rolls and groined work, stops tiling with special feature and temporary rules, sheeting and rolls and tiling internal angles, arrises with special decorations shall drips, notching, holes, each be measured separately intersections, fixing at and described. perimeter. d) fitting up to frames around pipes and brackets and similar items, and dishing to outlets. e) filling in to shaped insets, recessed manhole covers, mat sinkings, pipe trench covers and the like f) laying work to flat surfaces, slopes, falls and currents. g) laying work in patterns. h) joints, cover strips, dividing strips, stair rods, holders, clips, grippers, binder bars and other accessories i) sealer and polish. j) drilling or cutting of other work. k) any other items of a like nature to the foregoing.
AL/2 July 1998 ABWF Standard Method of Measurement CLASS AL
FIRST DIVISION SECOND DIVISION THIRD DIVISION ----------------------------------------------------------------------------------- 1 Floors m/2/ 1 Sheeting and rolls 1 Vinyl 2 Stairs and steps m/2/ 2 Linoleum 3 Skirtings, kerbs, channels, wall 3 Carpet strings, open strings, curb strings and the like m 2 Tiling 1 Vinyl 2 Linoleum 3 Carpet 4 Nosings m
AL/3 July 1998 ABWF Standard Method of Measurement CLASS AL (see rules at head of class on page AL/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ------------------------------------------------------------------------------------------------------------------------------------ M3 Channels not formed in D1 Treads and risers, landings, C2 Items for floors shall be A5 Skirtings, kerbs, channels, work of a similar type shall aprons, ends, edges of steps, deemed to include forming wall strings, open strings, curb be measured. returns and the like shall be channels in work of a similar strings and the like shall each classed as stairs and steps. type. be measured separately and fully described. Item descriptions C3 Items for skirtings, kerbs, shall state the height for channels, wall strings, open skirtings, girth for kerbs, strings, curb strings and the width and depth for channels, like shall be deemed to include average height for wall strings fair edges, rounded edges, beaded and open strings, girth for curb edges, moulded edges, coves, strings. Other like items shall arrises, angles, mitres, ramps, be described. stops, intersections, fair ends, junctions, wreathed corners, outlets and the like. A6 Item descriptions for tiling shall identify the size of tiles. A7 Item descriptions for nosings shall state the material and size.
AL/4 July 1998 ABWF Standard Method of Measurement CLASS AM : CEILING SYSTEMS Includes : False ceilings Insulation forming an integral part of ceiling systems Excludes : In situ painting (included in class V) Metal cladding (included in class AG) Architectural coatings and special finishings (included in class AT) Light fittings, grilles and the like (included in BSMM) AM/1 July 1998 ABWF Standard Method of Measurement CLASS AM
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ---------------------------------------------------------------------------------------------------------------------------------- M1 Internal work, external D1 Coating to ceiling C1 Items for work in this work and work in plant rooms systems, other than class shall be deemed to A1 Item descriptions for shall each be measured plasterboard, required to be include : ceiling systems shall state: separately either in stated in the item different Parts of an descriptions in accordance a) preparation of a) type, material, Activity Bill or in with Additional Description background. thickness (for different Activity Bills. Rules shall mean factory Engineer's design) applied finishings to the b) installation or minimum thickness M2 No deduction from the ceiling systems. complete with (for Contractor's areas measured shall be made ceiling panels or design), pattern, for holes and openings each strips or boards, coating or surface not exceeding 0.5m/2/ in area. access panels, finish. Where the design of the joints and the whole ceiling systems is such that of the suspension b) typical size of the ceiling panels or strips system (e.g. panels or typical are not butt jointed and suspension framing, width of strips. have spaces in between, such angle trims, edge spaces shall not be regarded trims, hangers and c) perforated panels shall as holes or openings and no fixings). be so described. deduction from the areas measured shall be made for c) all cutting, narrow d) material, such spaces. widths, trimming construction and around openings, finishes of the M3 Ceiling systems shall be sleeves, sprinkler suspension system. measured on the exposed face and detector heads, and deductions shall be made power points, pipes, e) nature of for grilles, registers, conduits and the background. light fittings and the like like, and grilles, each exceeding 0.5m/2/. registers and light A2 Ceiling systems exceeding fittings not 3.5m (measured to underside M4 No distinction shall be exceeding 0.5m/2/ of ceiling systems) from shade between ceiling including extra finished floor level shall systems fixed to main hangers, framing, be given separately and so structural soffit and supports, trimmers described, the height being ceiling systems fixed to and edge trims for stated in stages of 1.5m. downstand beams. same. A3 Insulation forming an M5 Access panels and light d) additional framing integral part of the ceiling fittings, grilles, registers and supports etc. to systems shall be identified and the like exceeding 0.5m/2/ bridge across ducts. in item descriptions and shall be enumerated fully described. separately. e) preparation of cut edges. A4 Fire-rated ceiling systems shall be identified with f) drilling or cutting the fire rating described. of other work. g) any other items of a like nature to the foregoing.
AM/2 July 1998 ABWF Standard Method of Measurement CLASS AN : SANITARY ACCESSORIES Includes : Paper hand towel dispensers and waste bins Electric hand dryers Toilet roll holders Sanitary napkin disposal units Soap dispensers Emergency eyewash units Excludes : Ironmongery (included in class AD) Mirrors (included in class AS) Sanitary fittings (basins, WCs, urinals, cisterns, sinks, heaters, showers and the like), taps, plugs and all associated pipework (included in BSMM)
FIRST DIVISION SECOND DIVISION THIRD DIVISION --------------------------------------------------------------------------------------- 1 Paper hand towel dispensers nr 2 Paper hand towel waste bins nr 3 Electric hand dryers nr 4 Toilet roll holders nr 5 Sanitary napkin disposal units nr 6 Soap dispensers nr 7 Sundries 1 Emergency eyewash unit nr
AN/1 July 1998 ABWF Standard Method of Measurement CLASS AN
ADDITIONAL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES DESCRIPTION RULES ------------------------------------------------------------------------------------------------------------------------------- A1 Item descriptions shall identify sanitary accessories by reference to the Specification and Drawings. A2 Item descriptions for sanitary accessories shall state surface to which the accessories are fixed.
AN/2 July 1998 ABWF Standard Method of Measurement CLASS AO : STONEWORK Includes : Natural stonework units of any size (granite, marble, slate, limestone and sandstone) Excludes : Ashlar masonry (included in class U) Rubble masonry (included in class U) Reconstituted granite and terrazzo units of any size (included in class AK) Stone cladding forming an integral part of curtain walling (included in class AP) AO/1 July 1998 ABWF Standard Method of Measurement CLASS AO
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ------------------------------------------------------------------------------------------------------------------------------- M1 Internal and external D1 Sizes stated in item C1 Items for work in this A1 Item descriptions for work shall each be measured descriptions shall be finished class shall be deemed to stonework shall identify : separately either in sizes unless otherwise include preparation of different Parts of an stated. background. a) type, size, Activity Bill or in thickness (for different Activity Bills. D2 Thickness stated in item C2 Items for stonework shall Engineer's design) descriptions shall be the be deemed to include: or minimum thickness M2 Unless otherwise stated, thickness exclusive of keys, (for Contractor's areas measured shall be the grooves and the like. a) adhesive, bedding of design) and surface actual areas to which any thickness, metal finish (polished, stonework is applied. anchors, metal honed or flamed) of framework, slurry of stone. M3 No deduction from the any colour to back areas measured shall be made of stone, grouting b) nature of background for holes and openings each of any colour, and method of fixing not exceeding 0.5m/2/ in joints and dividing the stonework. area. strips. c) surface treatment to b) all labours, and stonework (e.g. stops and returns to sealer) where all labours. specified. c) raking out joints d) book matching where for and pointing specified. flashings, bedding plates, bedding and A2 Item descriptions for pointing all frames. circular, elliptical, spherical and like items d) all cutting, narrow shall so state. widths, small quantities, laying work in bays or between dividing or panel strips, groined work, stops, temporary rules, margins, bands, dividing strips, internal angles, arrises, edges, ends, intersections, notching, and holes. e) fitting up to frames, around pipes and brackets and similar items, and dishing to outlets. f) filling in to shaped insets, recessed manhole covers, pipe trench covers and the like. g) laying work to flat surfaces, slopes, fall and currents. h) laying work in patterns. i) returned ends, stoolings and the like on stonework measured in linear metre. j) drilling or cutting of other work. k) any other items of a like nature to the foregoing.
AO/2 July 1998 ABWF Standard Method of Measurement CLASS AO FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Walls and attached columns m/2/ 2 Isolated columns m/2/ 3 Floors m/2/ 4 Ceilings including sides and soffits of attached beams m/2/ 5 Isolated beams m/2/ 6 Stairs and steps 1 Landings m/2/ 2 Spandril steps and winders nr 3 Treads and risers m/2/ 4 Nosings m 5 Wall strings m 6 Open strings m 7 Curb strings m 7 Ancillaries 1 Copings m 2 Cills m 3 Jambs m 4 Architraves m 5 Cornices m 6 Handrails m 7 Bollards nr 8 Sundries 1 Non-slip inserts m AO/3 July 1998 ABWF Standard Method of Measurement (see rules at head of class on page AO/2) CLASS AO
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES -------------------------------------------------------------------------------------------------------------------------------- A3 Stonework to walls built battering or with battered faces shall be measured separately stating the rate of batter. A4 Works to ceilings and beams where the ceiling or beam (the higher in the case of attached beams) exceeds 3.5m from finished floor level shall be given separately and so described, the height being stated in stages of 1.5m. Cornices and similar items which occur in work to ceilings and beams shall not be distinguished by height from finished floor level. A5 Item descriptions for spandril steps and winders shall state the extreme sizes. A6 Nosings shall be described in item descriptions. A7 Item descriptions for wall strings and open strings shall state the maximum height. Item descriptions for curb strings shall state the girth. A8 Ancillaries shall be described in item descriptions. A9 Item descriptions for non-slip inserts shall state material and size.
NOTE Natural stonework units of any size, other than ashlar masonry and rubble masonry, shall be measured under this class and not class AK. AO/4 July 1998 ABWF Standard Method of Measurement CLASS AP : CURTAIN WALLING Includes : Curtain walling including anchorages, associated glazing, metal or stone cladding Insulation forming an integral part of curtain walling Excludes : Metal cladding not forming an integral part of curtain walling (included in class AG) Stone cladding not forming an integral part of curtain walling (included in class AO) Structural glass walling (included in class AQ) General glazing (included in class AS) Building maintenance units (included in BSMM) External lighting and associated E&M works (included in BSMM) FIRST DIVISION SECOND DIVISION THIRD DIVISION ------------------------------------------------------------- 1 Vision areas m/2/ 1 Framing 2 Spandrel areas m/2/ 2 Glass 3 Metal cladding 4 Stone cladding AP/1 July 1998 ABWF Standard Method of Measurement CLASS AP
ADDITIONAL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES DESCRIPTION RULES ------------------------------------------------------------------------------------------------------------------------------ M1 No deduction from the D1 Coating required to be C1 Items for work in this A1 Thermal insulation areas measured shall be made stated in the item class shall be deemed to include : forming an integral part of for holes and openings each descriptions in accordance the curtain walling shall be not exceeding 0.5m/2/ in with Additional Description a) preparation of identified in item area. Rules shall mean factory background. descriptions. applied finishes. b) backing, guide rails, fixing and cleaning eyes, supports, anchorages, fastenings, and the like unless otherwise specified. c) ironmongery. d) special units and members at angles, corners, junction, and the like. e) closures, covers, copings, flashings, heads, cills, trims, gaskets and the like. f) fire break insulation. g) joints. h) opening lights including all fixings. i) drilling or cutting of other work. j) any other items of a like nature to the foregoing. A2 Item descriptions for framing shall identify the material and coating of the framing members, and size of typical bay. M2 Glass shall be measured A3 Item descriptions for over all framing. glass shall identify the type, thickness (for Engineer's M3 Different types of glass design) or minimum thickness within a panel shall be (for Contractor's design), measured separately. coating and method of fixing the glass, and size of the typical bay of the framing to which the glass is fixed. M4 Metal cladding shall be A4 Item descriptions for measured over all framing. metal cladding shall identify type, thickness (for Engineer's design) or minimum thickness (for Contractor's design), surface finish or coating of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed. M5 Stone cladding shall be A5 Item descriptions for measured over all framing. stone cladding shall identify type, thickness (for Engineer's design) or minimum thickness (for Contractor's design), surface finish and surface treatment of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed.
AP/2 July 1998 ABWF Standard Method of Measurement CLASS AP FIRST DIVISION SECOND DIVISION THIRD DIVISION ---------------------------------------------------------------------- 3 Louvres m/2/ 4 Soffit cladding m/2/ 5 Parapets m 6 Ancillaries 1 Manifestations m AP/3 July 1998 ABWF Standard Method of Measurement CLASS AP (see rules at head of class on page AP/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ------------------------------------------------------------------------------------------------------------------------------- M6 Louvres shall be measured A6 Item descriptions for over all framing. louvres shall identify material, and coating or surface finish. M7 Soffit cladding shall be A7 Item descriptions for measured over all framing. soffit cladding shall identify material, and coating or surface finish. A8 Item descriptions for soffit cladding where the soffit exceeds 3.5m from finished floor level shall be given separately and so described, the height being stated in stages of 1.5m. M8 Parapets shall be measured A9 Item descriptions for over all framing. parapets shall state the height.
AP/4 July 1998 ABWF Standard Method of Measurement CLASS AQ : Glass Walling and Specialist Glazing Includes : Glass walling, glass doors, glass screens, glass lining Ironmongery forming an integral part of structural glass walling and specialist glazing Excludes : Glass in glazed panels in proprietary partitions (included in class AB) Glass in timber doors with glazed panels (included in class AC) Glass to metal barriers (included in class AH) Glass to signs (included in class AI) Glass to curtain walling (included in class AP) Glass to skylights (included in class AR) General glazing (included in class AS) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Structural glass walling m AQ/1 July 1998 ABWF Standard Method of Measurement CLASS AQ
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES ------------------------------------------------------------------------------------------------------------------------------------ M1 No deduction from the C1 Items for work in this A1 Item descriptions shall areas measured for unframed class shall be deemed to identify the type, thickness (for glass screens, unframed include: Engineer's design) or minimum glass linings, framed glass thickness (for Contractor's screens and framed glass a) preparation of design) and method of fixing the linings shall be made for background. glass. holes and openings each not exceeding 0.5m/2/ in area. b) framing, backing, guide rails, fixing A2 Item descriptions shall and cleaning eyes, identify grinding, polishing, supports, etching surfaces or edges and anchorages, bevelled edges. fastenings matching screws, and the like unless otherwise specified. c) special units and members at angles, corners, junctions, and the like. d) closures, covers, copings, flashings, heads, cills, trims, gaskets and the like. e) fire break insulation f) joints. g) gaskets, flashings and the like. h) ironmongery. i) holes for screws and for other fixings. j) drilling or cutting of other work. k) any other items of a like nature to the foregoing. M2 The length measured for D1 Structural glass walling A3 Item descriptions shall state structural glass walling shall mean frameless glass the height of structural glass shall exclude the length of walling which is supported walling. voids which extend to the top and bottom and which full height of the has silicon sealant filled structural glass walling joints between the glass other than voids for full panels. height doors.
AQ/2 July 1998 ABWF Standard Method of Measurement CLASS AQ FIRST DIVISION SECOND DIVISION THIRD DIVISION ------------------------------------------------------------------------------ 2 Unframed glass screens m/2/ 1 Glass 3 Unframed glass linings m/2/ 2 Metal cladding 3 Stone cladding 4 Louvres AQ/3 July 1998 ABWF Standard Method of Measurement CLASS AQ (see rules at head of class on page AQ/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M3 Glass shall be measured D2 Unframed glass screens A4 Item descriptions for over all framing. shall mean unframed glass glass shall identify the panels forming a full or type, thickness (for M4 Different types of glass part height screen. Engineer's design) or within a panel shall be minimum thickness (for measured separately. Contractor's design), coating and method of fixing the glass and size of the typical bay of the framing to which the glass is fixed. M5 Metal cladding shall be D3 Unframed glass linings A5 Item descriptions for measured over all framing. shall mean glass panels metal cladding shall fixed to another surface identify type, thickness (e.g. concrete, timber and (for Engineer's design) or the like) to form a minimum thickness (for decorative face. Contractor's design), surface finish or coating of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed. M6 Stone cladding shall be A6 Item descriptions for measured over all framing. stone cladding shall identify type, thickness (for Engineer's design) or minimum thickness (for Contractor's design), surface finish and surface treatment of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed. M7 Louvres shall be measured A7 Item descriptions for over all framing. louvres shall identify material and coating or surface finish.
AQ/4 July 1998 ABWF Standard Method of Measurement CLASS AQ FIRST DIVISION SECOND DIVISION THIRD DIVISION ------------------------------------------------------------------------------ 4 Framed glass screens m/2/ 1 Framing 5 Framed glass linings m/2/ 2 Glass 3 Metal cladding 4 Stone cladding 5 Louvres 6 Glass doors nr 7 Ancillaries 1 Manifestations m 2 Glass fins nr AQ/5 July 1998 ABWF Standard Method of Measurement CLASS AQ (see rules at head of class on page AQ/2)
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- D4 Framed glass screens A8 Item descriptions for shall mean framed glass framing shall identify the panels forming a full or material and coating of the part height screen. framing members, and size of typical bay. M8 Glass shall be measured D5 Framed glass linings shall over all framing. mean glass panels fixed to A9 Item descriptions for another surface (e.g. glass shall identify the M9 Different types of glass concrete, timber and the type, thickness (for within a panel shall be like) to form a decorative Engineer's design) or measured separately. face. minimum thickness (for Contractor's design), coating and method of fixing the glass, and size of the typical bay of the framing to which the glass is fixed. M10 Metal cladding shall be A10 Item descriptions for measured over all framing. metal cladding shall identify the type, thickness (for Engineer's design) or minimum thickness (for Contractor's design), surface finish or coating of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed. M11 Stone cladding shall be A11 Item descriptions for measured over all framing. stone cladding shall identify type, thickness (for Engineer's design) or minimum thickness (for Contractor's design), surface finish and surface treatment of cladding, method of fixing the cladding and size of the typical bay of the framing to which the cladding is fixed. M12 Louvres shall be A12 Item descriptions for measured over all framing. louvers shall identify material and coating or surface finish. A13 Item descriptions shall identify glass doors and all associated items by stating the door type numbers given in the Specification and Drawings. A14 Item descriptions shall state the height, width and thickness (for Engineer's design) or minimum thickness (for Contractor's design) of glass fins.
AQ/6 July 1998 ABWF Standard Method of Measurement CLASS AR : SKYLIGHTS Includes : Skylights including glass and plastic to skylights Work ancillary to skylights (e.g. dead lights, open lights, smoke vents and the like) Ironmongery forming an integral part of skylights Excludes : Roof tiling and ancillaries (included in class AA) Metal roof cladding ancillaries (included in class AA) Roof lights forming an integral part of metal roof cladding (included in class AA) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Skylights nr 1 Framing 2 Float glass 1 Area : not exceeding 1.0m/2/ 3 Tempered glass 2 1.0 - 2.0m/2/ 4 Laminated glass 3 2.0 - 3.0m/2/ 5 Polycarbonate sheets 4 stated exceeding 6 Polycarbonate sheets with 3.0m/2/ surface hardening treatment 7 Perspex sheets 8 Other materials (type to be stated) AR/1 July 1998 ABWF Standard Method of Measurement CLASS AR
ADDITIONAL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES DESCRIPTION RULES --------------------------------------------------------------------------------------------------------------------------------- D1 Coating required to be C1 Items for skylights shall be A1 Skylights shall be stated in the item deemed to include: identified in item descriptions in accordance descriptions by reference to with Additional Description Drawings. Rules shall mean factory a) preparation of applied finishes. background. b) installation complete with supporting frames and fixings. c) ironmongery. d) flashings, soakers and other forms of waterproofing and drainage forming an integral part of skylights. e) all trimming around openings, cleaning eyes and obstructions, including extra framing supports and edge trim for same. f) joints. g) gaskets. h) drilling or cutting of other work. i) any other terms of a like nature to the foregoing. A2 Item descriptions for framing shall identify the material and coating of the framing members. M1 Each pane of glass or D2 Regular shapes shall be A3 Item descriptions for sheet or panel of leadlight deemed to be rectangular or glass and sheets shall glazing shall be measured. square. identify the type, thickness (for Engineer's design) or M2 Panes of glass or sheet minimum thickness (for of irregular shape shall be Contractor's design), measured the smallest coating and method of fixing rectangular area out of the glass or sheet. which such irregular shape can be cut. A4 Item descriptions shall identify grinding, polishing, etching surfaces or edges and bevelled edges. A5 Item descriptions shall identify work which is curved. A6 Item descriptions for glass or sheet shall separately identify work of irregular shapes.
AR/2 July 1998 ABWF Standard Method of Measurement CLASS AS : GENERAL GLAZING Includes : Glass to windows and metal barriers Mirrors Glass louvres Glass blocks Plastic sheet Excludes : Glass in glazed panels in proprietary partitions (included in class AB) Glass in timber doors with glazed panel (included in class AC) Glass to metal cladding doors (included in class AG) Glass and plastic to signs (included In class AI) Glass to curtain walling (included in Class AP) Glass doors (included in class AQ) Glass balustrading (included in class AQ) Glass linings (included in class AQ) Glass and plastic to skylights (included in class AR) FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------- 1 Glass m/2/ 1 Float 1 Area : not exceeding 0.1m/2/ 2 Tempered 2 0.1 - 0.3m/2/ 3 Laminated 3 0.3 - 0.5m/2/ 4 Bullet resistant 4 0.5 - 1m/2/ 5 Wired 5 stated exceeding 1m/2/ 2 Class louvres m 3 Plastic sheet m/2/ 1 Polycarbonate 1 Area : not exceeding 0.1m/2/ 2 Polycarbonate with 2 0.1 - 0.3m/2/ surface hardening 3 0.3 - 0.5m/2/ treatment 4 0.5 - 1m/2/ 3 Perspex 5 stated exceeding 1m/2/ 4 Holes nr 1 In glass 2 In plastic sheet 5 Mirrors nr 6 Glass blockwork m/2/ AS/1 July 1998 ABWF Standard Method of Measurement CLASS AS
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Each pane of glass or D1 Regular shapes shall be C1 Items for work in this A1 Item descriptions shall plastic sheet or panel of deemed to be rectangular or class shall be deemed to identify the quality, leadlight glazing shall be square. include : thickness (for Engineer's measured. design) or minimum thickness (for Contractor's design), M2 Panes of glass, plastic method of fixing the glass, sheet and mirrors of a) preparation of glass louvres, plastic sheet irregular shape shall be background. and mirrors. measured the smallest rectangular area out of A2 Item descriptions shall which such irregular shape b) joints. identify grinding, polishing, can be cut. etching surfaces or edges and c) drilling or cutting bevelled edges. of other work. d) any other items of a like nature to the A3 Item descriptions shall foregoing. identify work which is curved. C2 Items for mirrors shall be A4 Item descriptions for deemed to include : glass, plastic sheet and mirrors shall separately identify work of irregular a) silvering. shapes. b) plywood or other A5 Item descriptions for glass backings. louvres shall state the width, number and finish to edges. c) screws and other fixings. d) holes for screw and A6 Item descriptions for other fixings. holes in glass and holes in plastic sheet shall state the size of the hole and C3 Items for glass type and thickness of the blockwork shall be glass or plastic sheet and deemed to include the size of the pane. general bedding, bedding at the A7 Item descriptions for perimeter and glass blockwork shall state reinforcement to the size of blocks. joints.
AS/2 July 1998 ABWF Standard Method of Measurement CLASS AT : ARCHITECTURAL COATINGS AND SPECIAL FINISHINGS Includes : In situ enamel paint, metallic paint, intumescent paint, stains, varnish, clear finishing and textured coating Wall paper Excludes : Road surface marking (included in class R) In situ lead, iron or zinc based primer paint, etch primer paint, oil paint, alkyd gloss paint, emulsion paint, cement paint, epoxy or polyurethane paint, bituminous or coal tar paint (included in class V) Painting to pipework (included in class V) Silk screen and acid etched letters, numerals, characters, symbols and graphics (included in class AI) Painting to building services pipework (included in BSMM) Painting carried out prior to delivery of components to the Site
FIRST DIVISION SECOND DIVISION THIRD DIVISION -------------------------------------------------------------------------------------------------------------- 1 Enamel paint 1 Metal other than metal 1 Upper surfaces inclined at an 2 Metallic paint sections angle not exceeding 30 DEG. to the 3 Intumescent paint 2 Timber horizontal m/2/ 4 Stains 3 Concrete 2 Upper surfaces inclined at 30 DEG. - 5 Varnish, or clear 4 Plaster and render to 60 DEG. to the horizontal m/2/ finishing 6 Textured coating 5 Masonry 3 Surfaces inclined at an angle 7 Wall paper 6 Brickwork and blockwork exceeding 60 DEG. to the horizontal m/2/ 4 Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 DEG. to the horizontal m/2/ 5 Isolated surfaces of width or girth not exceeding 500mm m/2/ 6 Letters, numerals, characters, punctuation and the like nr 7 Metal sections m/2/
AT/1 July 1998 ABWF Standard Method of Measurement CLASS AT
ADDITIONAL DESCRIPTION MEASUREMENT RULES DEFINITION RULES COVERAGE RULES RULES --------------------------------------------------------------------------------------------------------------------------------- M1 Internal and external C1 Items for work in this A1 Preparation of surfaces work shall each be measured class shall be deemed to shall be identified in item separately either in include preparation of descriptions where more than different Parts of an surfaces before painting or one type of preparation is Activity Bill or in hanging wall paper. specified for the same different Activity Bills. surface. M2 No deduction from the areas measured shall be made for holes and openings each not exceeding 0.5m/2/ in area. M3 Areas measured for wall D1 Isolated surfaces of C2 Items for wall paper A2 Item descriptions for paper shall be the net area width or girth not exceeding shall be deemed to include: painting shall state the covered. 500mm shall be classed as material used and either the such only where work of (a) adhesives. number of coats or the film M4 Isolated surfaces of overall width or girth not thickness (for Engineer's width or girth not exceeding exceeding 500mm is not in (b) all cutting. design) or minimum thickness 500mm shall not be conjunction with similarly (for Contractor's design). distinguished by painted work. (c) fitting paper inclination. around pipes, A3 Item descriptions for switches, brackets wall paper shall state the and the like. type. (d) hanging in A4 Wall paper applied to patterns. different bases shall be given separately and the nature of base shall be M5 In calculating the C3 Painting of metal stated in the item painted area of metal sections shall be deemed to descriptions. sections the presence of include painting the connecting plates, brackets, surfaces of connecting A5 Item descriptions for rivets, bolts, nuts and plates, brackets, rivets, letters, numerals, characters, similar projections shall be bolts, nuts and similar punctuation and the like shall ignored. projections. state the height and style.
AT/2 July 1998 FORM OF TENDER ANNEX 2 APPENDIX 2 - PRICING DOCUMENT BSMM Annex 2 Standard Method of Measurement Building Services 25 January 1999 Edition [STAMP] 28 October 2002 Contract No. LCC-300 [KCRC LINE MAP] STANDARD METHOD OF MEASUREMENT BUILDING SERVICES [LOGO] KCR [CHINESE CHARACTERS] East Rail Extensions KOWLOON-CANTON RAILWAY CORPORATION BUILDING SERVICES STANDARD METHOD OF MEASUREMENT Jan 25, 1999 BSMM KCRC KOWLOON-CANTON RAILWAY CORPORATION BUILDING SERVICES STANDARD METHOD OF MEASUREMENT TABLE OF CONTENTS SECTION SUBJECT PAGE ------- ------- ---- 1 General Principles 1 - 16 2 Electrical Installations 17 - 25 3 Mechanical Installations 26 - 34 4 Plumbing Installations 35 - 40 5 Building Management, Alarm & 41 - 43 Communications Installations 6 Work Classification and Codes 44 (i) Jan 25, 1999 BSMM KCRC SECTION 1 GENERAL PRINCIPLES Title 1.1.1 The title of this document is Building Services Application Standard Method of Measurement, which is abbreviated and Extent to BSMM. The BSMM is intended to be used in conjunction with the Conditions of Contract, other Standard Methods of Measurement referred to in the Preamble to the Pricing Document and the Additions and Amendments to the Methods of Measurement (AAMM) and only in connection with the Building Services work. 1.1.2 Not Used. Definitions 1.2.1 In this document and in the Pricing Schedule and Schedule of Rates prepared according to the procedure set forth herein the following words and expressions have the meanings hereby assigned to them, except where the context otherwise requires. 1.2.2 'Conditions of Contract' means the Kowloon-Canton Railway Corporation Capital Works Project General Conditions of Contract for Civil Engineering and Building Works. 1.2.3 'Work' means work to be carried out, goods, consumables, materials and services to be supplied, and the liabilities, obligations and risks to be undertaken by the Contractor under the Contract. 1.2.4 'System Classification' means the Systems Classification set out in Section 2, 3, 4 and 5 herein. 1.2.5 'Work Classification' means the Works Classification set out in Section 6. 1.2.6 'Expressly required' means shown on the Drawings, described in the Specification or ordered by the Engineer pursuant to the Contract. 1.2.7 Not used. (1) Jan 25, 1999 BSMM KCRC 1.2.8 'Daywork' means the method of valuing work on the basis of time spent by the workmen, the materials used and the Contractor's Equipment employed. 1.2.9 "Extra", "extra for" or "extra over for" preceding any item descriptions for fittings means that the rates and prices for fittings on pipes, trunking, trays etc. exclude the Contractor's price for the lengths of pipe, trunking, trays etc. which the item replaces. 1.2.10 "Fittings" means all bends, elbows, branches, tees, crosses, offsets, reducers, caps, flanges, air turning vanes, swan necks, shoes, inspection doors and the like to the foregoing used in pipework, ductwork, electrical trunking, tray and conduit installations. 1.2.11 "In-line equipment" means all strainers, valves, flow meters, silencers, fans, gratings, aprons, vent cowls, floor outlets and the like to the foregoing used in pipework, ductwork, electrical trunking, tray and conduit installations. 1.2.12 "Embedded" means concealed from view by the fabric of the structure or the finishes and shall include concealing in screed, chasing in walls, floors, ceilings and the like and not surface mounted. 1.2.13 Words importing the singular only also include the plural and vice versa where the context requires. 1.2.14 A hyphen between two dimensions means a range of dimensions which includes all dimensions exceeding that preceding the hyphen but not exceeding that following the hyphen. 1.2.15 Words and expressions defined in the Conditions of Contract have the same meanings herein. 1.2.16 All references to clauses are references to clauses numbered in the Conditions of Contract and references to paragraphs are references to paragraphs numbered herein. (2) Jan 25, 1999 BSMM KCRC 1.2.17 'BS' means British Standards. General 1.3.1 The object of BSMM is to set forth the procedure Principles according to which the Pricing Document shall be prepared and priced and the quantities of work expressed and measured. 1.3.2 The objective of the Pricing Document is to provide such information of the work as to enable tenders to be prepared efficiently and accurately, and when a contract has been entered into, to provide for use of the priced Pricing Document in the valuation of work executed in respect of remeasurement items and variations. 1.3.3 In order to attain these objectives, work should be itemised in the Pricing Document in sufficient detail for it to be possible to distinguish between the different systems, and between work of the same nature carried out in different locations or in any other circumstances which may give rise to different considerations of cost. Consistent with these requirements the layout and content of the Pricing Document should be as simple and brief as possible. 1.3.4 All work which is expressly required should be covered in the Pricing Document. 1.3.5 BSMM seeks to attain these objectives principally by the use of the System Classification. This defines: (i) how work is to be divided into separate items in the Pricing Document; (ii) the information to be given in item descriptions; (iii) the units in which the quantities against each item are to be expressed; and (iv) how the work is to be measured for the purpose of calculating quantities. 1.3.6 To avoid unnecessary length, item descriptions for Permanent Works shall generally identify the component of the Works and not the tasks to be carried out by the Contractor, e.g. (3) Jan 25, 1999 BSMM KCRC An item should be described as 'Galvanised sheet steel ductwork to DW142, 12 gauge', not as 'Supply, deliver, fabricate and fix Galvanised sheet steel ductwork to DW142 nominal 12 gauge'. 1.3.7 Where the work identified by an item is specifically limited, the limitation shall be stated in the item description, e.g. 'Hand wash basin type XYZ, wall mounted excluding supply and delivery to the Site.' Item descriptions for work which is divided between two classes require such limitations to be stated. 1.3.8 The unit of measurement for each item shall be that stated for the item in the System Classification. The unit of measurement stated against a descriptive feature in the System Classification shall apply to all items to which that descriptive feature applies. 1.3.9 The System Classification sets out the conditions under which work shall be measured and the method by which the quantities shall be computed and defines the extent and limits of the system represented by a word or expression used in the System Classification and in a Pricing Document prepared in accordance with BSMM. 1.3.10 The quantities in the Pricing Document, shall be computed using the net measurements taken from the Drawings and contained in the Specification, do not take into account any additional service runs or fittings required to route locally around beams, changes in levels to suit the building structure or architectural details or other services or obstacles and these are required to be allowed for by the Contractor in his rates and prices. 1.3.11 All rates, prices and sums are to apply equally to executing the Work in large or small quantities and difficult or easy situations or degrees of complexity including height or depth above or below floor level. The rates, prices and sums included in the Pricing Document shall be deemed to include provision for all risks and advantages that may accrue should the actual proportion or complexity of any operation vary from (4) Jan 25, 1999 BSMM KCRC the proportions or complexity, inferred from the Drawings arising from the Contractors co-ordination of the Works. 1.3.12 Each System Classification shall be read in conjunction with these General Principles. Preparation 1.4.1 Not used. of the pricing Document 1.4.2 Not used. 1.4.3 Not used. 1.4.4 Not used. 1.4.5 Items may be arranged and divided into Cost Centres and subdivided into Activity Bills and further Parts to distinguish between those parts of the work of which the nature, location, access, limitation on sequence or timing or any other special characteristic is thought likely to give rise to different methods of construction or considerations of cost. Items shall be arranged in the general order of the Work Classification. 1.4.6 Each part of the Cost Centres containing remeasurement items and Schedule of Rates shall be given a heading and groups of items within each part shall be given sub-headings. Headings and sub- headings shall be read as part of the item descriptions to which they apply. A line shall be drawn across the item description column below the last item to which each heading or sub-heading applies. Headings and sub-headings shall be repeated at the start of each new page which lists items to which they apply. 1.4.7 All work shall be itemised and the items shall be described in accordance with the System Classification, but further itemisation and additional description may be provided if the nature, location, importance or any other special characteristic of the work is thought likely to give rise to special methods of construction or considerations of cost. 1.4.8 Descriptions shall identify the work covered by the respective items, but the exact nature and extent of the work is to be ascertained from the Drawings, Specification and Conditions of Contract, as the case may be, read in conjunction with the System (5) Jan 25, 1999 BSMM KCRC Classification. 1.4.9 Any detail of description required to be given in accordance with the System Classification may be omitted from an item description provided that a reference is given in its place which identifies precisely where the omitted information may be found on the Drawings or in the Specification. 1.4.10 Where an item description compiled in accordance with the System Classification would be insufficient to identify clearly the particular work covered by the item additional description shall be given to identify the work by reference to its location or other physical features shown on the Drawings or described in the Specification. 1.5.1 Not used. Quantities 1.6.1 Fractional quantities below 0.50 shall be rounded down to the nearest whole number and fractional quantities of 0.50 and above shall be rounded up to the nearest whole number. 1.6.2 Where the application of 1.6.1 would cause an entire item to be eliminated, such item shall be billed as one whole unit. 1.6.3 In giving dimensions, the order should be consistent and generally in the sequence of length, width and height. Units of 1.7.1 The following units of measurements and Measurement abbreviations shall be used. Unit Abbreviation ---- ------------ Millimetre mm Metre m Square millimetre mm/2/ or mm2 Square metre m/2/ or m2 Cubic metre m/3/ or m3 Kilogram kg Tonne t Sum sum Number nr (6) Jan 25, 1999 BSMM KCRC Hour h Week wk Pair pr 1.7.2 Each measurement shall be taken to the nearest 10 millimetres (i.e. 5 millimetres and over shall be regarded as 10 millimetres and less than 5 millimetres shall be disregarded). 1.7.3 Notwithstanding paragraph 1.7.2 this rule shall not apply to any dimension stated in descriptions. 1.7.4 The Pricing Document should be prepared using Microsoft Excel, Version 5.0 and set out on both sides of A4 size paper, in portrait style. The layout working down the page shall be as follows : 16mm Top Margin 16mm Page Headers comprising: Contract No., Pricing Schedule, Cost Centre and Cost Centre Description (in lower case with first letters capitalized) 8mm Column Headings (see below) 223mm Pricing Schedule Items 20mm Page Footers comprising: To Summary of Cost Centre or To Pricing Schedule Summary (in lower case with first letters capitalized) Box for Page Total Page Number 14mm Bottom Margin The items shall be set out within columns heading and ruled consecutively as below. 14mm Margins shall be provided on both sides of the page and the layout working across the page from left to right shall be as follows : Column Headed Column width ------------- ------------ Item Code 23 mm Item description 74 mm Unit 11 mm (7) Jan 25, 1999 BSMM KCRC Quantity 23 mm Rate HK$ 23 mm Amount HK$ 28 mm The Pricing Document shall be typed in Courier 10. Item codes, text and units shall be left justified and quantities shall be right justified. 1.7.5 Provision shall be made for the amounts inserted on each page to be totalled and carried to a summary of the particular Cost Centre and for the total of each Summary of Cost Centre to be carried to the Pricing Schedule Summary. 1.7.6 The Pricing Schedule Summary shall contain a tabulation of the Cost Centres of the Pricing Schedule with provision for insertion of the total of the amounts brought forward from the summaries of Cost Centre. Completion, 1.8.1 Rates and prices shall be inserted in the rate Pricing and column of the Pricing Document in whole Hong Kong Use of the Dollars (HK$) only. Pricing Document 1.8.2 The Tenderer shall round down all extended fractional amounts in the Pricing Schedule below HK$0.50 to the nearest whole Hong Kong dollar and shall round up all extended fractional amounts of HK$0.50 and above to the nearest whole Hong Kong dollar. 1.8.3 Where work, including varied or additional work is measured and valued for purposes of certification and payment all extended amounts shall be rounded to the nearest whole Hong Kong dollars in accordance with the provisions of paragraph 1.8.2 above. 1.8.4 Where rates and prices for varied or additional items are determined in accordance with the provisions of the Conditions of Contract they shall be rounded to the nearest whole Hong Kong dollar in the following manner: (i) fractional parts below HK$0.50 shall be rounded down to the nearest whole Hong Kong dollar; and (ii) fractional parts of HK$0.50 and above shall be rounded up to the nearest whole Hong Kong dollar. (8) Jan 25, 1999 BSMM KCRC 1.8.5 Cost Centres to be totalled and the totals carried to the Pricing Schedule Summary. Costs 1.9.1 The rates and prices for items in all trades are, Deemed to be unless otherwise stated, to include for : Included in Items (i) drilling of backgrounds and the provision of all fixings, nails, bolts, nuts, holes, screws, plugs, shot-fired pins and the like and fixing to any surface and making good on completion; (ii) all fixings, hangers and supports, brackets, spring compensated and seismic restraints and isolated components; (iii) assembling and jointing together the component parts of composite units, and providing any necessary connecting flanges and jointing materials; (iv) caulking between all services and sleeves at services penetrations of walls, slabs, beams and the like and providing sleeves as required, pre-cut to lengths with square or splayed ends for casting in by others; (v) removing temporary work and making good; (vi) bonding (defined as the means of achieving the specified level of earth continuity connection between the component part and the Earthing and Lightning Protection system described in paragraph 2.10); (vii) identification, colour banding and lettering for signs, labels and the like in both English and Chinese; (viii) providing and installing expansion joints, flexible couplings and isolating flanges; (ix) providing of weatherproof aprons where pipework penetrates through the roof slabs; (x) capping open ends during the progress of the Works to avoid ingress of dirt and water; (9) Jan 25, 1999 BSMM KCRC (xi) providing and installing concrete thrust blocks, anchor blocks and the like; and (xii) physically marking the position of holes, mortices, chases and the like in the structural and building fabric. (xiii) Fittings on drainage pipes shall also include for the provision of the correct type and angle of any bend, tee, junction, cross and the like complete with cleaning eye as necessary. (xiv) The fixing of sanitary fittings is also to include the provision of all necessary connectors (e.g. W.C. connectors, etc.) as necessary. (xv) Testing, setting to work and any commissioning shall also include the refilling of all fuel tanks to its full capacity after the completion of the testing and commissioning work. (xvi) The rates and prices for items in all trades shall include for the supply of all additional labour for night work and overtime including all artificial light as necessary. (xvii) Cutting and jointing pipework or ductwork for instrumentation including the provision of necessary fittings and the like shall be held to be included in the item for instrumentation. 1.9.2 Unless otherwise stated, the rates and prices for: (i) Equipment shall include for : (a) all protective and decorative painting or finishes, all enclosures where required, setting and fixing in position on any background including the provision of holding down bolts, fixings, spring compensated and seismic restraints and isolating (10) Jan 25, 1999 BSMM KCRC components, name tags and the like; (b) flexible connections except those which are specifically detailed in the Drawings or the Specification to ductwork, pipework, etc.; (c) Insulation to equipment shall be deemed to be included in the item of equipment; and (d) Items of equipment are to include for assembling where required, and for making all necessary joints and connections to services, overflows and expansion pipes and the like. (ii) Cable whether laid in trench or duct, fixed to cable tray or in trunking or conduit shall include for all cutting to length, pulling, dressing, saddles, cable ties, cleats, markers, labels, looming and trunking, and the like and fixing to any surface and making good on completion. (iii) Switches and socket outlets shall include for assembly and for the provision of flush or surface mounted boxes together with all screws and fixing to any background and all cable terminations. (iv) Conduit, trunking, trays, fixings, bracketry, fittings and the like shall include for painting as described. (v) Ductwork and duct fittings shall include for all joints in the running length including connections duct to duct, duct to fitting, duct to ancillary item and duct to item including all flexible connections. (vi) Flexible connections of all types where measured separately include for supply of materials or complete units, fabrication, and/or assembly, fitting and/or erecting in the required position in the completed (11) Jan 25, 1999 BSMM KCRC installation including all supports and/or hangers. (vii) Diffusers and grilles include for all supply, fitting and fixing in position, including provision of screws, nuts, bolts, washers and the like and decorative finishes and painting. (viii) Valves and the like include for stripping down, storage and preservation, re-packing glands and preparing spindles and temporary valves, prior to installation. (ix) Instrumentation includes for checking calibration, prior to installation, making holes in pipes and the like and providing weldolets, nipolets and the like. (x) Insulation shall include for the formation of test holes, spigot outlets, access panels, cleaning access, cleaning points and the like and for sealing around ducting at openings, through walls and partitions. Rates and prices for fire dampers shall include for insulation where required. (xi) Insulation shall include for all fittings and fixings of whatever nature to secure the insulation to or around the equipment, piping or ductwork and their respective fittings, supports, hangers, and the like. Laps and additional circumferential insulation at joints shall be deemed to be included in the respective insulation items. (xii) Pipework shall include for: (a) all short lengths and joints in the running lengths, including the provision of all loose collars, couplings, inspection eyes and similar items and all jointing materials including gaskets, bolts and nuts for flanged pipes; (b) drain points and drain cocks complete with hose unions and test plugs; (12) Jan 25, 1999 BSMM KCRC (c) automatic and manual air vents. (xiii) Fittings on all gutters and pipes shall include for the a) additional joints, jointing materials and cutting required; b) provision of separate reducers if reducing bends, reducing tees and similar of the required sizes are not available; c) the provision of all bends or elbows as appropriate where "bends" are specified; and d) the correct type and angle of any bend, tee, junction, cross and the like. (xiv) Pipework fittings including connections and fixings shall in respect of pipework not exceeding 60 millimetre diameter, be deemed to be included in the pipework in which they occur. (xv) All pipework shall include for all sockets, connectors and unions. (xvi) Brass or copper pipes shall additionally include for all made bends. (xvii) Fittings to cast iron pipes are to correspond in pattern and be purpose made if required. (xviii) Sanitary fittings are to include for assembling, forming all necessary joints to service, waste, overflows, vents, etc. cutting and pinning and screwing brackets, etc. to brickwork, blockwork or concrete, leaving or forming holes through brickwork, blockwork or concrete, making good and adjusting and leaving in perfect working order and pointing with silicone sealant at junction with walls. (13) Jan 25, 1999 BSMM KCRC (xix) Spare parts shall include for uncrating, checking, re-crating and delivery to storage. (xx) Painting of pipework and ductwork supports, brackets, valves, in-line equipment and ancillaries shall be included in the respective pipework and ductwork rates and prices. (xxi) Paintwork shall include all multi-colour work and cutting to line. (xxii) Testing, setting to work and any commissioning shall include: a) the cost of all necessary power (other than electricity), fuel, and consumables, the provision of all instruments and the provision of all things necessary to carry out the testing and commissioning, as described, including the preparation of test certificates and the witnessing of the testing and commissioning by the Engineer; and b) carrying this work out in phases or parts and upon completion. 1.9.3 The Contractor shall be deemed to have considered paragraph 1.9 in its entirety and therefore to have allowed for same in his pricing of the work. Work Under 1.10.1 All work required to be carried out in tunnels, Special entrances to tunnels or shafts shall be Conditions given separately. (14) Jan 25, 1999 BSMM KCRC Coding and 1.11.1 For convenience of reference each item in the Item Pricing Document has been assigned a code number Numbers consisting of pair of letters and not more than seven digits (except for Lump Sum Item) as follows: (i) Lump Sum Items Each lump sum item in the Pricing Schedule shall be assigned a unique code number consisting of the letters LS followed by a Cost Centre letter and a number in ascending order, e.g. Lump Sum........................LS Cost Centre B...................B Item No.........................3 (ii) Remeasurement Items Each remeasurement item shall be coded with a Work Classification Class of the BSMM and numeric digits. The numeric digits give the position of the item in the first and second divisions etc. of the class in the Work Classification of Method of Measurement, e.g. Work Classification of BSMM (e.g.).....................BA First Division No...............02 Second Division No..............03 Additional Description No.......1 The above Code equates to Electrical Installation (BA), Incoming Services (02), Trunking (03) descriptive item. (15) Jan 25, 1999 BSMM KCRC (iii) Schedule of Rates The Schedule of Rates item numbering system shall follow that for remeasurement item (b) above, e.g. Work Classification of BSMM (e.g.).....................BA First Division No...............02 Second Division No..............03 Additional Description No.......1 1.11.2 Code numbers shall be used to number the items in the Pricing Document, the items within the Pricing Document being listed in order of ascending code number. 1.11.3 Code numbers used as item numbers in the Pricing Document shall not form part of the item descriptions or be taken into account in the interpretation of the Contract. (16) Jan 25, 1999 BSMM KCRC SECTION 2 ELECTRICAL INSTALLATIONS Classification 2.1.1 Systems, together with their trunking, ducting, of Systems cable trays and conduits (unless associated with more than one installation), shall be classified as follows and given under appropriate headings : (i) Primary generation equipment including generators, cabling and associated equipment. (ii) Incoming services including feeder cables, main switchgear and associated equipment. (iii) Standby equipment including generators, batteries, cabling and associated equipment. (iv) Main distribution from main switchgear to and including local distribution equipment and associated cabling. (v) Lighting and power including appliances, each system given under an appropriate heading. (vi) Heating (e.g. under-floor, radiation, convection, and the like) each system given under an appropriate heading. (vii) Electrical work associated with other services installations, each system given under an appropriate heading. (viii) Earthing and lightning protection systems. (ix) Other special services, identifying whether direct current, extra low voltage, flameproof, pressurised installations, etc. each system given under an appropriate heading. (x) Trunking, ducting, cable trays and conduits associated with more than one system. 2.1.2 The following systems are not to be measured under this section but are to be measured in accordance with Section 5 herein. (i) Communication systems (e.g. telephone, public address, closed circuit television, clocks, bells and the like) each system given under an appropriate heading. (ii) Alarm systems (e.g. fire alarms, security alarms and the like) each system given under an appropriate heading. (17) Jan 25, 1999 BSMM KCRC (iii) Building automation systems and management systems. Equipment 2.2.1 Unless otherwise stated Equipment (e.g. prime- and Control movers, motors, fans, mechanical drives, Gear batteries, rectifiers, circuit-breakers, feeder-pillars, transformers and the like) shall be enumerated stating the rated capacity and type and shall identify the appropriate Specification clause or Drawings reference. Unless otherwise stated Switchgear (e.g. fuse-and-link disconnecting boxes, isolating-switches, changeover-switches, switch-fuses, fused-switches, distribution boards, contactors, starters, busbar-chambers and the like) shall be enumerated stating the rated capacity and type. 2.2.2 Composite units shall be enumerated. Particulars of component parts shall be given together with details of any materials required for assembly. 2.2.3 Connecting cable ends or cable tails shall be deemed to be included in the item to which they are connected. Cable termination glands shall be given in accordance with paragraph 2.7.6. Couplings to, and forming holes for conduit entry to equipment, shall be deemed to be included in the item of equipment. 2.2.4 Connections between trunking and equipment or control gear shall be deemed to be included in the item to which they are connected. All cutting, drilling, bushing material and jointing shall be deemed to be included in the item. 2.2.5 Links, fuses, circuit breakers, gland plates, terminal boxes and the like which form part of the item shall be given in the description. Conduits 2.3.1 Conduit shall be given by length measured over all (except final conduit fittings, boxes, short running lengths and circuits) branches stating the type and nominal size. Draw- wires, draw-cables and the like shall be deemed to be included in the item. 2.3.2 Bending, cutting, screwing, jointing and providing all conduit fixings and fittings, except those required by paragraph 2.3.4, shall be deemed to be included within (18) Jan 25, 1999 BSMM KCRC the conduit item. 2.3.3 Conduit descriptions shall state whether surface fixed or embedded. 2.3.4 Special boxes, conduit-boxes, adaptable boxes and the like used with cable-termination glands, floor trap boxes, and purpose made boxes, required for drawing in cables, flameproof boxes and expansion joints as necessary shall be held to be included in the conduit item. 2.3.5 Flexible conduits shall be enumerated stating the size, type, overall length measured in 0.50 metre stages. Cutting, jointing and providing all conduit fittings shall be deemed to be included in the item. 2.3.6 Components and the forming of holes for making connections of conduit into trunking shall be deemed to be included in the item of conduit. Couplings to and forming holes for conduit entry to equipment shall be deemed to be included in the item of equipment. Trunking 2.4.1 Trunking shall be given by length measured over all fittings, short running lengths and branches stating the type and size of trunking, the number and size of any compartments. Joints in the running length and components for bonding as defined in paragraph 1.9.1(vi) shall be deemed to be included in the item. Pin racks where required, shall be deemed to be included in the item. 2.4.2 Fittings shall be enumerated as extra over the item in which they occur. Stop ends shall be enumerated separately stating the size. Cutting and jointing trunking to fittings shall be deemed to be included in the item. Busbar 2.5.1 Busbar trunking shall be given in accordance with Trunking paragraph 2.4.1, stating the type, number and rated and Fittings capacity of the conductors and the method of connecting. 2.5.2 Fittings shall each be enumerated as extra over the item in which they occur. Stop ends shall be enumerated separately stating the size. Jointing busbar trunking to fittings shall be deemed to be included in the item. (19) Jan 25, 1999 BSMM KCRC 2.5.3 Tap-off units, feeder units, expansion joints, special fittings, special supports and the like shall be described and enumerated stating the type, size and rated capacity where applicable. 2.5.4 Connections between busbars and equipment shall be held to be included in the item of busbar trunking fittings. Trays and 2.6.1 Trays and ladders shall be given by length measured Ladders over all fittings, short running lengths and branches stating the type, size and method of jointing. 2.6.2 Fittings shall each be enumerated as extra over the trays or ladders. Stop ends shall be enumerated separately stating the size. Cutting and jointing trays and ladders to fittings shall be deemed to be included in the item. 2.6.3 Cutting openings in trays shall be deemed to be included. Cables 2.7.1 Cables shall be given by length measured net length (except final (except for the allowances stated in paragraph 2.7.2 circuits) following) between equipment, control-gear, fittings, accessories and the like, stating the type, size, number and size of cores and rating or alternatively may be enumerated stating the appropriate cable reference or the reference of the items of switchgears or distribution boards to which they are connected and the size and type of cable where distribution diagrams and location drawings showing the position of main and sub-main switchgears and distribution boards are provided. Colour coding or other identification markings shall be deemed to be included. The rates for the cable enumerated under this paragraph are to include but not limited to the following: cables, trunking, trays, ladders, conduits including flexible conduits and adaptors, outlets boxes, junction boxes, universal boxes, including special boxes, etc. as described in the BSMM paragraph 2.3.4 all fixing, screwing and jointing, termination glands and shrouds, laying in trunkings or fixing to the trays or ladders, and all earth continuity requirement. 2.7.2 The following standard allowances shall be added to (20) Jan 25, 1999 BSMM KCRC cable measurement lengths for tails : (i) 0.30 metre on each cable entering fittings and accessories; and (ii) 0.60 metre on each cable entering equipment and control gear. 2.7.3 Cable descriptions shall give particulars of location classified as follows : (i) Laid in trench or open duct. (ii) Laid on arm or hanger. (iii) Fixed to cable tray, ladder or other surfaces. (iv) Drawn into underground pipe duct (net length of duct) (v) Laid or drawn into trunking. (vi) Drawn into conduit. (vii) Suspended from insulators or catenaries. (viii) Wrapped around pipework or equipment. 2.7.4 Cables drawn into existing conduits, existing ducts or existing trunking shall each be described. Removing and replacing existing covers, existing inspection lids and the like shall be deemed to be included in the item. 2.7.5 Cable-joints shall be deemed to be included in the rates for cables. Joint-boxes, sealing-boxes and the like together with materials and heat for making the joint shall be deemed to be included in the item. 2.7.6 Cable-termination glands shall be enumerated stating the type and size of the cable. Providing insulating material, jointing material, shrouds, lock-nuts, bushes, cable connector-blocks and connecting cable-tails thereto and the like shall be deemed to be included in the item. Conduit-boxes, adaptable boxes and the like used with cable-termination glands shall be held to be included in the item of cable-termination glands. (21) Jan 25, 1999 BSMM KCRC 2.7.7 Determining circuits and lacing into circuit groups shall be deemed to be included in the item. Final Circuits 2.8.1 Points in final circuits from distribution boards, as (Cables, classified in paragraph 2.8.3, shall each be enumerated Conduits etc. under headings stating whether cable only or cable and In Final conduit installations and where appropriate, the size Circuits) and type of cable, the type of conduit and means of achieving earth continuity. 2.8.2 Cables, cable trunking, trays and ladders, conduits including flexible conduits and adapters, outlet boxes, junction boxes, universal boxes, including special boxes, adaptable boxes, floor-trap boxes, purpose made boxes, flameproof boxes, expansion joints, all fixings, bending, cutting, screwing and jointing, laying in trunking or fixing in trays and ladders, the provision of draw wire or cables, and all earth continuity requirements for final circuit points shall be deemed to be included in the item. Components and forming of holes for making connections of conduit into trunking shall be deemed to be included in the point item. Couplings to and forming holes for conduit entry to equipment shall be deemed to be included in the item of equipment. 2.8.3 Classification of points shall be as follows: (i) Lighting points (one point being counted for each outlet, irrespective of the number of lamps or of the switching). (ii) One way switch points. )irrespective )of any (iii) Two way switch points. )grouping )together (iv) Intermediate switch points. )into gangs (v) Socket or switch-socket points (multi-gang outlets being counted as one point). (vi) Points for immersion heaters, cooker outlets, fans, air-conditioners and the like each be given separately. 2.8.4 As an alternative to paragraphs 2.8.1, 2.8.2, and 2.8.3 final circuits may be measured in detail in accordance with paragraphs 2.3, 2.4, 2.6, and 2.7. Fittings and 2.9.1 Luminaries, door exit signs and the like shall be Accessories (22) Jan 25, 1999 BSMM KCRC described and enumerated. The items shall include reflectors, shades, lamps and the like and method of starting where appropriate. 2.9.2 All forms of suspension (stating method) where required, shall be given in the descriptions of the items. 2.9.3 Accessories including switches, socket outlets, thermostats, bell pushes, signal indicating units, stop/start push buttons and the like shall be described and enumerated in gangs, stating the rating and the type of each accessory. Where accessories are in gangs the number of gangs shall be stated. 2.9.4 All boxes, accessories, connector blocks, interconnections and connecting of cable-tails and all necessary bushes, nipples, locknuts and the like and fixing in position shall be deemed to be included in the item. Earthing and 2.10.1 Cables shall be given in accordance with paragraph Lightning 2.7.1. Protection 2.10.2 Tapes shall be given by length measured net length stating type and size. Saddles, cleats, clips, holdfasts and the like shall be deemed to be included in the item. 2.10.3 Cable and tape connections and junctions shall be included in the rates for earthing cables and tapes. Tinning, sweating and providing any jointing materials, heat, holes, rivets, bolts, nuts, washers and clamps shall be deemed to be included in the item. 2.10.4 Bends, twists and through joints shall be deemed to be included in the item. 2.10.5 Air terminations, test-clamps, earth bars, earth-electrodes and the like shall each be enumerated separately stating the type and size. Driving electrodes into ground shall be given in the description. Connecting electrodes to conductors shall be deemed to be included in the item. 2.10.6 Bonding to all exposed or extraneous conductive parts of equipment, pipework, ductwork and miscellaneous metalwork item shall be described and given as an item. Bonding shall be defined as the means of (23) Jan 25, 1999 BSMM KCRC achieving the specified level of earth continuity connection between the component part and the Earthing and Lightning Protection System described in paragraph 2.10. Sundries 2.11.1 Testing, setting to work and any commissioning shall be given as an item. 2.11.2 An item shall be given where appropriate, for each of the following: (i) Preparation of all Installation and Fabrication/Shop drawings required and distribution after review. (ii) Preparation of any Design Data required submission and distribution after review. (iii) Preparation of any builder's works drawings required submission and distribution after review. (iv) Preparation of "as built" record drawings, stating method of presentation. (v) Provision of any mock-ups and/or prototypes. (vi) Maintenance, other than that required under defects liability, stating scope and duration of maintenance required. (vii) Training of Employer's staff giving scope and duration. (viii) Provision of Operation & Maintenance Manuals stating requirements and number of copies. (ix) Provision of spares and tools and special equipment for operating and maintenance purposes stating detailed requirements. 2.11.3 Plates, discs and labels for the identification of plant, equipment, cables, switches and the like shall be given as an item. 2.11.4 Fire stopping and internal fire barriers to trunking and busbar trunking other than those given in paragraphs 2.4.2 & 2.5.2 shall be given as an item. 2.11.5 Any temporary requirement to operate an installation for purposes other than testing shall be given as an item stating the required qualification of the attendant, the duration of the operating period and the purpose (e.g. drying out of lagging, instructing the Employers staff in operating and installation etc.) and the particulars of any special insurance cover required. The provision of any fuel or power (other than (24) Jan 25, 1999 BSMM KCRC electricity) required shall be deemed to be included in the item. 2.11.6 Instrumentation (e.g. gauges, thermometers, thermostats, sensors, and the like) shall be enumerated stating the size and type. (25) Jan 25, 1999 BSMM KCRC SECTION 3 MECHANICAL INSTALLATIONS Classification 3.1.1 Systems, together with their equipment, pipework, of Systems ductwork, insulation and sundries, shall be classified as follows and given under appropriate headings: (i) Chilled Water. (ii) Condensate Drains. (iii) Heating System stating whether Low Pressure, Medium Pressure or High Pressure. (iv) Steam and Condensate. (v) Fuel Oils. (vi) Ventilation Systems. (vii) Air Conditioning Systems. (viii) Special Exhaust Systems. (ix) Refrigeration Installations. (x) Condenser Water. (xi) Water Treatment. (xii) Control Systems stating whether Electric, Pneumatic, Hydraulic or Electronic. (xiii) Building or Station Automation Systems (to be measured in accordance with Section 5 herein). (xiv) Special Systems. (xv) Sewage Treatment. (xvi) Fire Services Installation. (xvii) Fireproofing (xviii) Seawater Installation Equipment 3.2.1 Unless otherwise stated equipment (e.g. chillers, cooling towers, air handling units, fans, boilers, chimneys, tanks, heat exchangers, pumps and the like) shall be enumerated stating the duty and type. 3.2.2 All assembly, orientation, alignment, levelling and bolting down, together with the provision of shims and packing pieces, grouting and the alignment of couplings between drivers and rotating equipment shall be deemed to be included in the item. 3.2.3 Anti-vibration mountings for plant, machinery and the like shall be deemed to be included with the items concerned. Anti-vibration material and sound-insulating material in plant and machinery (26) Jan 25, 1999 BSMM KCRC bases shall also be deemed to be included with the items of plant concerned. Pipework 3.3.1 Pipework shall be classified according to specification and size. 3.3.2 Pipework shall be given by length measured over all fittings, short running lengths and branches, but not through items of in-line equipment, headers and trapping sets. Joints in the running length shall be deemed to be included. Where an in-line reduction in diameter occurs at a reducer or tee, etc., the larger diameter shall be measured over the full length of the fitting. Refrigeration pipework to split type air conditioning unit shall be included within the item for air conditioning unit as described. 3.3.3 In-line equipment, including connections shall be enumerated stating the type and size. Cutting and jointing to pipes and fittings shall be deemed to be included. 3.3.4 Pipework fittings including connections, shall:- (i) in respect of pipework not exceeding 60 millimetre diameter, be deemed to be included in the pipework in which they occur; and (ii) in respect of pipework exceeding 60 millimetre diameter, be enumerated as extra over the pipework in which they occur. Reducing fittings shall be given separately and identified by the largest diameter. Cutting and jointing pipes to fittings shall be deemed to be included. 3.3.5 Flexible and extensible pipework which are detailed in the Drawings or required in the Specification including connections shall be enumerated stating the specifications, size and length. Cutting and jointing to pipes and fittings shall be deemed to be included. (27) Jan 25, 1999 BSMM KCRC 3.3.6 Pipework in trenches or embedded shall each be so described. 3.3.7 Flexible connectors which are detailed in the Drawings or required in the Specification shall be enumerated stating the type and size. Cutting and jointing to pipes and fittings shall be deemed to be included. Flexible connectors which are not specifically so detailed or required shall be deemed to be included in the pipework. 3.3.8 Flow and return header pipes (except those forming an integral part of plant or equipment) shall be enumerated stating the length, specification and size of the header, the number, length, specification and size of each branch, the method of construction and method of jointing the ends. 3.3.9 Everything necessary for jointing shall be deemed to be included in the items. 3.3.10 Screwed sockets, tappings, bosses and welding-necks welded to pipes or flanges shall be included in the item. Perforating the pipework or flange shall be deemed to be included with the items. 3.3.11 Connections between pipework of differing materials, shall be held to be included in the item of pipework. 3.3.12 Pipework supports including all final supports (being any element between the structure or the support structure and the pipe), fabricated composite support structures used to fix supports for more than one installation, proprietary or specialist support systems and components and spring compensated components, pipe anchors and guides shall all be deemed to be included in the pipework. 3.3.13 Any flanges (except puddle flanges), unions or other devices used solely for erection purposes shall be deemed to be included with the items of pipework. 3.3.14 Puddle flanges shall be enumerated stating the type, length and the size. 3.3.15 Wall, floor and ceiling plates shall be deemed to be included in the pipework items concerned. (28) Jan 25, 1999 BSMM KCRC 3.3.16 Trapping sets shall be enumerated as a single item stating size. 3.3.17 Notwithstanding the requirement of paragraph 3.3.2 the refrigerant pipework including insulation shall be deemed to be included in the item of split type air conditioning unit. Ductwork 3.4.1 Ductwork shall be classified according to specification and size. 3.4.2 Ductwork rectangular in section shall be given by area measured over all fittings, short running lengths and branches. Joints in the running length shall be deemed to be included. 3.4.3 Fittings to ductwork rectangular in section shall be deemed to be included in the item. 3.4.4 Ductwork circular and oval in section shall be given by area measured over all fittings, short running lengths and branches. Joints in the running length shall be deemed to be included. 3.4.5 Fittings to ductwork circular and oval in section shall be enumerated as extra over the ductwork in which they occur. Air turning vanes shall be deemed to be included in the fittings. 3.4.6 The following provisions refer to all ductwork whether rectangular, circular or oval; (i) Where an in-line reduction in size (given by circumference/perimeter) occurs at a reducer or tee etc., the larger size shall be measured over the full length of the fitting. (ii) Ductwork turns, mid-feathers, splitter dampers, access doors and openings, flashing plates, companion frames, stiffeners and all straps, hangers, rods, test holes and covers, bungs and the like shall be deemed to be included. Blank ends shall be added to the area but no deduction shall be made for intersections or openings. (iii) All cutting of ductwork and connections of (29) Jan 25, 1999 BSMM KCRC ductwork to fittings, equipment and ancillaries and providing all necessary materials, heat, bolts, nuts, washers and everything necessary for making joints and connections shall be deemed to be included in the items. 3.4.7 In-line equipment shall be enumerated stating the size and type. 3.4.8 Ancillaries (e.g. plenums; nozzles; cowls; grills; diffusers and louvers; fire dampers; volume control dampers and the like) shall each be enumerated stating the size and specification. 3.4.9 Linear slot diffusers shall be given by length stating the type and size. End caps for actual diffuser lengths and all necessary supports, hangers, metal brackets, suspension rods, and the like and protective painting or finishing shall be deemed to be included with the linear slot diffuser items. 3.4.10 Flexible and extensible ductwork shall be enumerated stating the size, type and overall length measured in 0.50 m stages. 3.4.11 Connections between ductwork of differing materials, flexible connections between ductwork and plant and isolated joints which differ from those given in the description of the ductwork shall be deemed to be included in ductwork and/or equipment item. 3.4.12 Ductwork supports including all final supports (being any element between the structure, or the support structure, and the ductwork), fabricated composite support structures used to fix supports for more than one duct or installation, proprietary or specialist support systems and components and spring compensated components shall all be deemed to be included in the ductwork. Insulation 3.5.1 Insulation shall be classified according to specification, thickness and finish. Details of any protective covering, any air space between surfaces and insulation shall be given in the description. 3.5.2 Unless otherwise stated, the following shall be (30) Jan 25, 1999 BSMM KCRC deemed to be included in the items: (i) All fixings and adhesives. (ii) Forming laps, welts, cut outs, recesses and the like. (iii) Painting, vapour seals, sealing, trowelling smooth, chamfered and sealed edges and the like. (iv) Working around supports, small drains or obstructions. 3.5.3 Insulation to pipework shall be given by length measured over all fittings stating the size and type of the pipework. Insulation to joints in the running length shall be deemed to be included. Insulation to refrigerant pipework to split type air conditioning units shall be included within the item for air conditioning unit as described. 3.5.4 Insulation to pipework fittings shall:- (i) in respect of pipework not exceeding 60 millimetre diameter, be deemed to be included in the insulation to pipework in which they occur; and (ii) in respect of pipework exceeding 60 millimetre diameter, be enumerated as extra over the insulation to pipework in which they occur. Reducing fittings shall be given separately, identified by the largest diameter. Insulation to flanged joints shall be deemed to be included in the insulation to pipework in which they occur. 3.5.5 Insulation to in-line equipment shall be enumerated stating the type and size of ancillaries. 3.5.6 Insulation to external and internal surfaces of rectangular ductwork shall be described separately and shall be measured the net area in contact with the ductwork. (31) Jan 25, 1999 BSMM KCRC 3.5.7 Working insulation around rectangular ductwork fittings, stiffeners, joints and the like and the forming of angles and all other labours shall be deemed to be included with the insulation to rectangular ductwork. 3.5.8 Insulation to external and internal surfaces of circular or oval ductwork shall be described separately and given by length stating the size of ductwork. Working insulation around joints shall be deemed to be included with the insulation. 3.5.9 Working insulation around circular or oval ductwork fittings shall each be enumerated as extra over the insulation in which they occur. 3.5.10 Working insulation around gauges, thermometers, thermostats, pressure and temperature plugs, sensors, and the like shall be deemed to be included with the insulation items. 3.5.11 Insulation to in-line equipment for ductwork where applicable shall be enumerated stating the type and size of equipment and the type and size of insulation to the ductwork. Painting of 3.6.1 Painting of pipes shall be measured by length stating Mechanical the classification group as follows: Pipework and (i) Small pipes (pipes not exceeding 60 Ductwork millimetres diameter). (ii) Large pipes (pipes exceeding 60 millimetres diameter but not exceeding 110 millimetres diameter). (iii) Pipes exceeding 110 millimetres (diameter to be stated). 3.6.2 Painting to internal or external surfaces of rectangular, round and oval ductwork shall each be described separately and given by area and shall be deemed to include all painting around in-line equipment, gauges, thermostats, test points, accessories and the like. 3.6.3 Priming and painting off Site and proprietary finishes (32) Jan 25, 1999 BSMM KCRC or surface treatments applied as part of the production process shall be deemed to be included in the items concerned. Sundries 3.7.1 Draining and refilling existing systems shall be given as an item. 3.7.2 Testing, setting to work and any commissioning shall be given as an item. 3.7.3 An item shall be given where appropriate, for each of the following: (i) Preparation of all Installation and Fabrication/Shop drawings required and distribution after Approval. (ii) Preparation of any Design Data required submission and distribution after review. (iii) Preparation of any builder's works drawings required submission and distribution after review. (iv) Preparation of "as built" record drawings, stating method of presentation. (v) Provision of any mock-ups and/or prototypes. (vi) Maintenance, other than that required under defects liability, stating scope and duration of maintenance required. (vii) Training of Employer's staff giving scope and duration. (viii) Provision of Operation & Maintenance Manuals stating requirements and number of copies. (ix) Provision of spares and tools and special equipment for operating and maintenance purposes stating detailed requirements. 3.7.4 Plates, discs, labels and identification of plant, equipment, ancillaries, pipes, ducts, valves etc. shall be given as an item. (33) Jan 25, 1999 BSMM KCRC 3.7.5 Fire stopping shall be given as an item. 3.7.6 Any temporary requirement to operate an installation for purposes other than testing shall be given as an item stating the required qualification of the attendant, the duration of the operating period and the purpose (e.g. drying out of lagging, instructing the Employer's staff in operating and installation etc.) and the particulars of any special insurance cover required. The provision of any fuel or power (other than electricity) required shall be deemed to be included in the item. 3.7.7 Instrumentation (e.g. gauges, thermometers, thermostats, sensors, and the like) shall be enumerated stating the size and type. Work by 3.8.1 Electrical work in connection with Mechanical Other Trades Installations shall be grouped under an appropriate in heading. Connection with Mechanical Installations (34) Jan 25, 1999 BSMM KCRC SECTION 4 PLUMBING INSTALLATIONS Classification 4.1.1 Systems, together with their equipment, pipework, of Systems insulation and sundries, shall be separately classified as follows: (i) Rainwater disposal. (ii) Sanitary fittings. (iii) Soil, waste and vent pipe systems. (iv) Cold water installation. (v) Hot water installation. (vi) Flushing water installation. (vii) Cleansing water (viii) Compressed air installation. (ix) Other special services, each given separately. 4.1.2 External or underground mains and sub-mains to each service above shall be given separately. Rainwater 4.2.1 Rainwater goods of each material and different grades Disposal shall be given separately under a heading. 4.2.2 Rainwater pipes shall be measured in accordance with the rules for measurement of pipework below. 4.2.3 Eaves gutters shall be given by length and measured as the mean length over all bends, angles, junctions and the like with the method and fixing stated in the description. Short lengths shall be included in the item. 4.2.4 Heads including gratings, outlets, angles and stopped ends shall each be enumerated as extra over the length of gutter with the extra joints being deemed as included in the item. Sanitary 4.3.1 Sanitary fittings such as lavatories, urinals, sinks, Fittings and baths, WCs flushing cisterns together with all fixings Plant shall be enumerated; joints to the service, waste and overflow shall be deemed to be included within the item. 4.3.2 Boilers, cylinders and cisterns (other than flushing cisterns) stating the size and method of fixing shall each be enumerated. The joints to the service, (35) Jan 25, 1999 BSMM KCRC overflow and expansion pipework shall be deemed to be included within the item. Pipework 4.4.1 Pipes shall be classified according to nominal size, substance, quality and finish with the method of jointing and fixing deemed to be included within the item. 4.4.2 Pipework shall: (i) for all locations outside of toilet, changing room and kitchen and mess room locations and the like (e.g. cleaners rooms) be given by length measured over all fittings, short running lengths and branches, headers and trapping sets. Joints in the running length shall be deemed to be included. Where an in-line reduction in diameter occurs at a reducer or tee, etc., the larger diameter shall be measured over the full length of the fitting. (ii) for all locations within toilet, changing room and kitchen and mess room locations and the like (e.g. cleaners rooms) be measured as points served (e.g.. hot and cold water pipes to basin as two points, water to a flushing cistern supplying a urinal range as one point) giving the total number of points served in each location separately. Notwithstanding the provisions of paragraphs 4.4.4 through 4.4.18 below pipework sundries, fittings, insulation and the like will be deemed to be included. For the purposes of paragraph 4.4.2 the physical boundaries of a toilet, changing room and kitchen and mess room location (and the like e.g. cleaners rooms) shall be deemed to be the outside face of walls, the underside of the slab above and the upper side of the structural floor slab. Toilet, changing room and kitchen and mess room locations (and the like e.g. cleaners rooms) shall include all lobby and vestibule areas serving the location. Toilets, changing rooms, kitchens, mess rooms and the like (e.g. cleaners rooms) (36) Jan 25, 1999 BSMM KCRC Shall also include the pipe service ducts adjacent to and serving the locations. 4.4.3 Connections between pipework of differing materials, shall be held to be included in the item of pipework. 4.4.4 Pipework fittings including junctions, connections, unions, sockets and the like shall:- (i) in respect of pipework not exceeding 60 millimetre diameter, be deemed to be included in the pipework in which they occur; and (ii) in respect of pipework exceeding 60 millimetre diameter, be enumerated as extra over the pipework in which they occur. Reducing fittings shall be given separately and identified by the largest diameter. 4.4.5 Sundry items and in-line equipment, including connections shall be enumerated stating the type and size. Cutting and jointing to pipes and fittings shall be deemed to be included. 4.4.6 Plumbers brasswork items such as cones, traps, unions, ferrules, sockets, flange plates, tank connectors and the like and all valves and similar items shall be enumerated separately and the joints and fixings described for all areas outside toilet, changing room and kitchen and mess room locations. 4.4.7 Flexible and extensible pipework which are detailed in the Drawings or required in the Specification including connections shall be enumerated stating the specifications, size and length. Cutting and jointing to pipes and fittings shall be deemed to be included. 4.4.8 Flow and return header pipes (except those forming an integral part of plant or equipment) shall be enumerated stating the length, specification and size of the header, the number, length, specification and size of each branch, the method of construction and method of jointing the ends. 4.4.9 Pipework in trenches or embedded shall each be so described. (37) Jan 25, 1999 BSMM KCRC 4.4.10 Flexible connectors which are detailed in the Drawings or required in the Specification shall be enumerated stating the type and size. Cutting and jointing to pipes and fittings shall be deemed to be included. Flexible connectors which are not specifically so detailed or required shall be deemed to be included in the pipework. 4.4.11 Everything necessary used for jointing shall be deemed to be included in the items. 4.4.12 Screwed sockets, tappings, bosses and welding-necks welded to pipes or flanges shall be included in the item in which they occur. Perforating the pipework or flange shall be deemed to be included with the items. 4.4.13 Not Used. 4.4.14 Pipework supports including all final supports (being any element between the structure or the support structure and the pipe), fabricated composite support structures used to fix supports for more than one installation, proprietary or specialist support systems & components, spring compensated components, anchors & guides shall be deemed to be included in the pipework. 4.4.15 Any flanges (except puddle flanges), unions or other devices used solely for erection purposes shall be deemed to be included with the items of pipework. 4.4.16 Puddle flanges shall be enumerated stating the type, length and the size. 4.4.17 Wall, floor and ceiling plates shall be deemed to be included in the pipework items concerned. 4.4.18 Trapping sets shall be enumerated as a single item stating size. 4.4.19 Insulation shall be measured in accordance with paragraph 3.5 herein with the exception of insulation within toilet, changing room and kitchen and mess room locations and the like (e.g. cleaners rooms) where insulation shall be deemed to be included with the pipework. (38) Jan 25, 1999 BSMM KCRC Sundries 4.5.1 Draining and refilling existing systems shall be given as an item. 4.5.2 Testing, setting to work and any commissioning shall be given as an item. 4.5.3 An item shall be given where appropriate, for each of the following: (i) Preparation of all Installation and Fabrication/Shop drawings required and distribution after review. (ii) Preparation of any Design Data required submission and distribution after review. (iii) Preparation of any builder's works drawings required submission and distribution after review. (iv) Preparation of "as built" record drawings, stating method of presentation. (v) Provision of any mock-ups and/or prototypes. (vi) Maintenance, other than that required under defects liability, stating scope and duration of maintenance required. (vii) Training of Employer's staff giving scope and duration. (viii) Provision of Operation & Maintenance Manuals stating requirements and number of copies. (ix) Provision of spares and tools and special equipment for operating and maintenance purposes stating detailed requirements. 4.5.4 Protective or decorative painting of plumbing installations shall be measured in accordance with paragraph 3.6 herein. 4.5.5 Plates, discs and labels for identification of plant, equipment, ancillaries, pipes and ducts, valves and the like shall be given as an item. 4.5.6 Fire stopping shall be given as an item. 4.5.7 Any temporary requirement to operate an installation for purposes other than testing shall be given as an item stating the required qualification of the attendant, the duration of the operating period and (39) Jan 25, 1999 BSMM KCRC the purpose (e.g. drying out of lagging, instructing the Employers staff in operating and installation etc.) and the particulars of any special insurance cover required. The provision of any fuel or power (other than electricity) required shall be deemed to be included in the item. 4.5.8 Instrumentation (e.g. gauges, thermometers, thermostats, sensors, and the like) shall be enumerated stating the size and type. Work by 4.6.1 Electrical work in connection with Plumbing Other Trades Installations shall be grouped under an appropriate in heading. Connection with Plumbing Installations (40) Jan 25, 1999 BSMM KCRC SECTION 5 BUILDING MANAGEMENT, ALARM & COMMUNICATIONS INSTALLATIONS Classification 5.1.1 Systems, together with their trunking, ducting, cable of Systems trays and conduits (unless associated with more than one installation), shall be classified as follows and given under appropriate headings: (i) Building or Station Automation System. (ii) (a) Air conditioning and mechanical ventilating systems. (b) Plumbing and drainage systems. (c) Fire services systems. (d) Electrical power systems. (e) Lifts, escalators and travelators. (f) Lighting control. (g) Building or station security systems. (h) Communications systems (e.g. telephone; public address: closed circuit television; clocks, bells and the like) each system given under an appropriate heading. (i) Alarm systems (e.g. fire alarms; security alarms and the like) each system given under an appropriate heading. (j) Other special services or installations. Equipment 5.2.1 Unless otherwise stated, equipment (e.g. central processing units, distributed processing units, master station, operator stations and control console, display units, printers, disc drive units, data gathering panels and the like) shall be enumerated and related to the Specification or Drawings. 5.2.2 Interfacing, connecting, interconnecting cables, jointing and making all busbar, cable, conduit, trunking and cable tray connections and the like and the provision of all associated components shall be deemed to be included in the items of equipment. 5.2.3 The provision of all software, including back-up copies, shall be given as an item. (41) Jan 25, 1999 BSMM KCRC 5.2.4 Uninterruptible Power Supply Unit (UPS), including batteries and chargers, with all supply and interconnecting wiring etc., shall be given as an item. Distribution 5.3.1 Cable and conduit, cable trunking, trays and ladders and Principal connections from the Power Source/UPS unit to each data Inter- gathering equipment, master station and the like shall connections be given separately as an item stating the equipment reference and location. 5.3.2 Signal/Control circuits, including approved cable, conduit trunking and accessories etc. from central equipment to each data gathering equipment, master station and the like shall be given separately as an item stating the equipment reference and location. Final Circuit 5.4.1 Circuits from each data gathering equipment, master Points station and the like to field points or sensors for controlling, monitoring or measurement functions, alarm provision etc. shall be enumerated under systems headings as required under paragraph 5.1.1 (ii) above, stating point of origin, function and locations or schedule reference where appropriate. The description, where appropriate, shall state that the items shall include all necessary sensors, instruments, devices, auxiliary fittings including clocks, telephones, alarm bells, loudspeakers and the like etc. and any appropriate connection thereto. 5.4.2 Cables, trays and ladders, conduits including flexible conduits and adapters, outlet boxes, junction boxes, universal boxes, including special boxes, adaptable boxes, floor-trap boxes, purpose made boxes, flameproof boxes, expansion joints, all fixings, bending, cutting, screwing and jointing, laying in trunking or fixing in trays and ladders, the provision of draw wire or cables, and all earth continuity requirements for final circuit points shall be deemed to be included in the item. Components and forming of holes for making connections of conduit into trunking shall be deemed to be included in the point item. Couplings to and forming holes for conduit entry to equipment shall be deemed to be included in the item of equipment. Sundries 5.5.1 Testing, setting to work and any commissioning shall be given as an item. (42) Jan 25, 1999 BSMM KCRC 5.5.2 An item shall be given, where appropriate, for each of the following: (i) Preparation of all Installation and Fabrication/Shop drawings required and distribution after review. (ii) Preparation of any Design Data required submission and distribution after review. (iii) Preparation of any builder's works drawings required submission and distribution after review. (iv) Preparation of "as built" record drawings, stating method of presentation. (v) Provision of any mock-ups and/or prototypes. (vi) Maintenance, other than that required under defects liability, stating scope and duration of maintenance required. (vii) Training of Employer's staff giving scope and duration. (viii) Provision of Operation & Maintenance Manuals stating requirements and number of copies. (ix) Provision of spares and tools and special equipment for operating and maintenance purposes stating detailed requirements. 5.5.3 Plates, discs and labels for the identification of plant, equipment, cables, switches and the like shall be given as an item. 5.5.4 Fire stopping shall be given as an item describing the material to be used. (43) Jan 25, 1999 BSMM KCRC SECTION 6 WORK CLASSIFICATION AND CODES Work 6.1.1 The following Work Classifications and Codes shall be classification used to prepare the Cost Centres containing remeasurement items and Schedule of Rates. Additional Classes may be created if required.
CLASS 1ST DIVISION 2ND DIVISION --------------------------------------------------------------------------------------------------- BA Electrical 01 Primary generation equipment 01 Equipment and control gear Installations 02 Incoming services 02 Conduits (except final circuits) 03 Standby equipment 03 Trunking 04 Main distribution system 04 Busbar Trunking and fittings 05 Lighting and power 05 Trays and ladders 06 Heating 06 Cables (except final circuits) 07 Electrical work associated with 07 Final Circuits other services installations 08 Earthing and lightning protection 08 Fittings and accessories systems 09 Other special services 09 Earthing and lightning 10 Trunking, ducting, cable trays protection and conduits 11 Sundries --------------------------------------------------------------------------------------------------- BB Mechanical 01 Chilled water 01 Equipment Installations 02 Condensate drains 02 Pipework 03 Heating system 03 Ductwork 04 Steam and condensate 04 Insulation 05 Fuel oils 05 Painting 06 Ventilation systems 06 Work by others 07 Air conditioning systems 08 Special exhaust systems 09 Refrigeration installations 10 Condenser water 11 Water treatment 12 Control systems 13 Building or station automation systems 14 Special systems 15 Sewage treatment 16 Fire services installation 17 Fireproofing 18 Seawater installation 19 Sundries --------------------------------------------------------------------------------------------------- BC Plumbing 01 Rainwater disposal 01 Equipment Installations 02 Sanitary finings 02 Finings and Plant 03 Soil, waste and vent pipe systems 03 Pipework 04 Cold water installation 04 Work by others 05 Hot water installation 06 Flushing water installation 07 Cleansing water 08 Compressed air installation 09 Other special services 10 Sundries --------------------------------------------------------------------------------------------------- BD Building 01 BM - air-conditioning and 01 Equipment Management, mechanical ventilating system Alarm & 02 BM - plumbing and drainage systems 02 Distribution Communications 03 BM - fire services systems 03 Final circuit Installations 04 BM - electrical power systems 05 Lifts, escalators and travelators 06 Lighting control 07 Building or station security systems 08 Communications systems 09 Alarm systems 10 Other special services or installation 11 Sundries ---------------------------------------------------------------------------------------------------
(44) Jan 25, 1999 FORM OF TENDER ANNEX 3 APPENDIX 2 - PRICING DOCUMENT AAMM Annex 3 Additions and Amendments to the Methods of Measurement [STAMP] 28 October 2002 Contract No. LCC-300 FORM OF TENDER ANNEX 3 APPENDIX 2 - PRICING DOCUMENT AAMM ANNEX 3 ADDITIONS AND AMENDMENTS TO THE METHODS OF MEASUREMENT Contents Page 1 Introduction Pages A/1 - 62 Part A - Additions and Amendments to CESMM3 Pages B/1 - 2 Part B - Additions and Amendments to ABWFMM Pages C/1 - 3 Part C - Additions and Amendments to BSMM Pages D/1 - 11 Part D - General Additions and Amendments Pages APP/1/1-2 Appendix 1 - Daywork Labour Schedule [STAMP] Rev.0: 26 April 2002 Contract No. LCC-300 ANNEX 3 Introduction ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- INTRODUCTION 1 The Additions and Amendments to the Methods of Measurement (AAMM) is divided into the following parts: Introduction Part A Additions and Amendments to CESMM3 Part B Additions and Amendments to ABWFMM Part C Additions and Amendments to BSMM Part D General Additions and Amendments 2 Parts A, B and C, Additions and Amendments to CESMM3, ABWFMM and BSMM contain the following types of amendments: "Add" means a new item has been added which is additional to the requirements contained in CESMM3, ABWFMM and BSMM. "Replace" means a CESMM3, ABWFMM and BSMM item has been replaced in its entirety with the item given in this AAMM. "Amend" means a part of a CESMM3, ABWFMM and BSMM item has been amended by replacing it with the item given in this AAMM. "Delete" means an item has been deleted from CESMM3, ABWFMM and BSMM. The item shall be deemed not to exist and shall not be taken into account when preparing the Bill of Quantities or remeasuring the work. 3 Part D, General Additions and Amendments contains additional requirements. [STAMP] Rev.0: 26 April 2002 1 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 1. DEFINITIONS 1.1 Replace paragraph 1.2 with the following: 1.2 'Conditions of Contract' means the Kowloon-Canton Railway Corporation General Conditions of Contract for Civil Engineering and Building Works (5 April 2000 Edition) 1.2 Delete paragraph 1.7 1.3 Replace paragraph 1.15 with the following: 1.15 'BS' means British Standard. 1.4 Add paragraph 1.16 as follows: 1.16 With reference to BS4449 in the Pricing Document, this shall be construed as Construction Standard (CS2). 1.5 Add paragraph 1.17 as follows: 1.17 "Artificial hard material" means brickwork, concrete, reinforced concrete, masonry, bituminous paving and any other artificial material of a similar nature and which necessitates the use of pneumatic tools or other similar methods for its removal. [STAMP] Rev.0: 26 April 2002 A/1 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 2. GENERAL PRINCIPLES 2.1 TITLE APPLICATION AND EXTENT (a) Replace paragraph 2.1 with the following: 2.1 The title of this document is Civil Engineering Standard Method of Measurement, third edition, which is abbreviated to CESMM3. (b) Replace paragraph 2.2 with the following: 2.2 CESMM3 as amended by this AAMM does not deal with the preparation of Bills of Quantities for, or the measurement of, mechanical or electrical engineering work, architectural or building work or work which is seldom found in civil engineering contracts. 2.2 OBJECTS OF THE BILL OF QUANTITIES Replace paragraph 2.4 with the following: 2.4 The objects of the Bill of Quantities are (a) to provide such information of the work as to enable tenders to be prepared efficiently and accurately; and (b) when a Contract has been entered into, to provide for use of the priced Bill of Quantities in the valuation of work executed in respect of remeasurement items and variations. [STAMP] Rev.0: 26 April 2002 A/2 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 3. APPLICATION OF THE WORK CLASSIFICATION No amendments. [STAMP] Rev.0: 26 April 2002 A/3 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 4. CODING AND NUMBERING OF ITEMS Replace paragraph 4.1 & 4.2 with the following: 4.1 CODING For convenience of reference each item in the Pricing Schedule has been assigned a code number consisting of a letter and not more than five digits (except for Lump Sum Items) as follows: (a) Lump Sum Items Each lump sum item in the Pricing Schedule shall be assigned a unique code number consisting of the letters LS followed by a Cost Centre letter and a number in ascending order, e.g. Lump Sum LS Cost Centre B B Item No. 3 (b) Remeasurement Items Each remeasurement item shall be coded with a Work Classification Class of the Method of Measurement and numeric digits. The numeric digits give the position of the item in the first, second and third divisions etc. of the class in the Work Classification of Method of Measurement, e.g. Work Claasification of SMM (e.g.) G First Division No. 5 Second Division No. 2 Third Division No. 9 Additional Description No. 1 [STAMP] Rev.0: 26 April 2002 A/4 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 4.1(Cont'd) (c) Schedule of Rates The Schedule of Rates item numbering system shall follow that for remeasurement item (4.1 (b) above), e.g. Work Classification of SMM (e.g.) G First Division No. 3 Second Division No. 4 Third Division No. 5 Additional Description No. 1 4.2 ITEM NUMBERS (a) Replace paragraph 4.3 with the following: 4.3 Code numbers shall be used to number the items in the Pricing Document, the items within the Pricing Document being listed in order of ascending code number. (b) Replace paragraph 4.4 with the following: 4.4 Code numbers used as item numbers in the Pricing Document shall not form part of the item descriptions or be taken into account in the interpretation of the Contract. 4.3 CODING OF UNCLASSIFIED ITEMS Replace paragraph 4.5 with the following: 4.5 Where a feature of an item is not listed in the Works Classification, the digit 9 or 9b (in case of item B4 of the Amendments to CESMM3 hereinafter in relation to the Instrumental Observations) shall be used in the appropriate positions in the code number. [STAMP] Rev.0: 26 April 2002 A/5 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 5. PREPARATION OF THE BILL OF QUANTITIES 5.1 SECTIONS OF THE BILL OF QUANTITIES Delete paragraph 5.2. 5.2 LIST OF PRINCIPAL QUANTITIES Delete paragraph 5.3. 5.3 PREAMBLE (a) Replace paragraph 5.4 with the following: 5.4 The AAMM shall state the methods of measurement other than CESMM3, if any, which have been adopted in the preparation of the Bill of Quantities and are to be used for the measurement of any part of the Works. Such methods of measurement shall comprise those adopted and to be used for any work not covered by CESMM3 and any amendments to CESMM3 which have been adopted and are to be used. Amendments comprising abbreviation of CESMM3 are usually necessary for Contractor-designed work and work which is intended to involve selection between alternatives at the discretion of the Contractor. (b) Replace paragraph 5.5 with the following: 5.5 Where excavation, boring or driving is included in the work a definition of rock shall be given in the AAMM and this definition shall be used for the purposes of measurement. 5.4 DAYWORK SCHEDULE (a) Replace paragraph 5.6 with the following: 5.6 The Dayworks shall be a statement compiled and calculated in, accordance with the requirements as mentioned in Part D of this AAMM. [STAMP] Rev.0: 26 April 2002 A/6 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 5.4(Cont'd) (b) Replace paragraph 5.7 with the following: 5.7 Provisional Sums for work executed on a Daywork basis shall be given comprising separate items for labour, plant and materials. The Sums for labour, plant and materials shall each be followed by a percentage adjustment item given to two places of decimals. The price inserted against each such item shall be calculated by applying the Percentage Adjustment item to the amount of the associated Sum. 5.5 DIVISION OF THE BILL OF QUANTITIES INTO PARTS Replace paragraph 5.8 with the following: 5.8 The items in the Pricing Schedule which are to be priced and to contribute to the Tender Total may be arranged and divided into Cost Centres and subdivided into Activity Bills and further Parts to distinguish between those parts of the work of which the nature, location, access, limitation on sequence or timing or any other special characteristic is thought likely to give rise to different methods of construction or considerations of cost. General Class A items shall be grouped as a separate Cost Centre (Cost Centre A ) of the Pricing Schedule. Items in the Bill of Quantities shall be arranged in the general order of the Work Classification. 5.6 PRIME COST ITEMS (a) Delete paragraph 5.15. (b) Delete paragraph 5.16. 5.7 PROVISIONAL SUMS Replace paragraph 5.17 with the following: 5.17 Provisional Sums for specific items of work which may be required shall be included in the last Cost Centre of the Pricing Schedule. [STAMP] Rev.0: 26 April 2002 A/7 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 5.8 QUANTITIES Replace paragraph 5.18 with the following: 5.18 The measurement of the quantities for the purpose of valuation of variations pursuant to Clause 56 of the General Conditions and the admeasurement of the actual quantities for Cost Centres containing remeasurement items shall be computed net using dimensions from the Drawings, unless directed otherwise by a measurement rule in the Methods of Measurement or by the Contract, and no allowance shall be made for bulking, shrinkage or waste. Fractional quantities below 0.50 shall be rounded down to the nearest whole number and fractional quantities of 0.50 and above shall be rounded up to the nearest whole number, except in the case of steel bar reinforcement and Structural and Miscellaneous metalwork measured by weight which shall be given to two places of decimals. Where the application of above would cause an entire item to be eliminated, such item shall be billed as one whole unit. 5.9 UNITS OF MEASUREMENT Add new unit of measurement and abbreviation to paragraph 5.19 as follows: Pair pr 5.10 WORK AFFECTED BY WATER Replace paragraph 5.20 with the following: 5.20 The Contractor shall allow in the rates for taking all measures required to execute the work affected by non-tidal open water or tidal water. For the purpose of this Contract, works affected by water will not be identified separately. [STAMP] Rev.0: 26 April 2002 A/8 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 5.11 FORM AND SETTING (a) Replace paragraph 5.22 with the following: 5.22 The Bill of Quantities shall be prepared using Microsoft Excel, Version 5.0 or later version, and set out on both sides of A4 size paper, in portrait style. The layout working down the page shall be as follows: 16mm Top Margin 16mm Page Headers comprising: Contract No., Pricing Schedule, Cost Centre and Cost Centre Description (in lower case with first letters capitalized) 8mm Column Headings (see below) 223mm Pricing Schedule Items 20mm Page Footers comprising: To Summary of Cost Centre or To Pricing Schedule Summary (in lower case with first letters capitalized) Box for Page Total Page Number 14mm Bottom Margin The items shall be set out within columns heading and ruled consecutively) as below. 14mm Margins shall be provided on both sides of the page and the layout working across the page from left to right shall be as follows: Column Headed Column Width ---------------- ------------ Item Code 23mm Item Description 74mm Unit 11mm Quantity 23mm Rate HK$ 23mm Amount HK$ 28mm The Bill of Quantities shall be typed in Courier 10. Item codes, text and units shall be left justified and quantities shall be right justified. [STAMP] Rev.0: 26 April 2002 A/9 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 5.11(Cont'd) (b) Replace paragraph 5.23 with the following: 5.23 Provision shall be made for the amounts inserted on each page to be totalled and carried to a summary of the particular Cost Centre and for the total of each Summary of Cost Centre to be carried to the Pricing Schedule Summary. 5.12 GRAND SUMMARY Replace paragraph 5.24 with the following: 5.24 The Pricing Schedule Summary shall contain a tabulation of the Cost Centres of the Pricing Schedule with provision for of the insertion total of the amounts brought forward from the summaries of Cost Centre. 5.13 GENERAL CONTINGENCY ALLOWANCE Delete paragraph 5.25. 5.14 ADJUSTMENT ITEM Replace paragraph 5.26 with the following: 5.26 Not used 5.15 TOTAL OF THE PRICED BILL OF QUANTITIES Replace paragraph 5.27 with the following: 5.27 Not used [STAMP] Rev.0: 26 April 2002 A/10 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 6. COMPLETION, PRICING AND USE OF THE BILL OF QUANTITIES 6.1 INSERTION OF RATES AND PRICES (a) Replace paragraph 6.1 with following: 6.1 Rates and prices shall be inserted in the rate column of the Bill of Quantities in whole Hong Kong dollars only. (b) Add new paragraph 6.1(a) as follows: 6.1(a) The Tenderer shall round down all extended fractional amounts in the Pricing Schedule below HK$0.50 to the nearest whole Hong Kong dollar and shall round up all extended fractional amounts of HK$0.50 and above to the nearest whole Hong Kong dollar. (c) Add new paragraph 6.1(b) as follows: 6.1(b) Where rates and prices for varied or additional items are determined in accordance with the provisions of the General Conditions they shall be rounded to the nearest whole Hong Kong dollar in the following manner: (i) Fractional parts below HK$0.50 shall be rounded down to the nearest whole Hong Kong dollar. | (ii) Fractional parts of HK$0.50 and above shall be rounded up to the nearest whole Hong Kong dollar. (d) Add new paragraph 6.1(c) as follows: 6.1(c) Where work, including varied or additional work, is measured and valued for purposes of certification and payment all extended amounts shall be rounded to the nearest whole Hong Kong dollars in accordance with the provisions of clause 6.1(b) above. [STAMP] Rev.0: 26 April 2002 A/11 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 6.2 PARTS TO BE TOTALLED (a) Replace the marginal heading to paragraph 6.2 with the following: Cost Centres to be totalled. (b) Replace paragraph 6.2 with the following: 6.2 Cost Centres to be totalled and the totals carried to the Pricing Schedule Summary. 6.3 ADJUSTMENT ITEM Delete paragraphs 6.3, 6.4 and 6.5. [STAMP] Rev.0: 26 April 2002 A/12 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 7. METHOD RELATED CHARGES 7.1 CHARGES NOT TO BE MEASURED Replace paragraph 7.6 with the following: 7.6 Method-Related Charges shall not be subject to admeasurement but shall be deemed to be prices for the purposes of Clauses 56.2 of the General Conditions and paragraph B2.7 of the Preamble. 7.2 PAYMENT Replace paragraph 7.7 with the following: 7.7 Method-Related Charges shall be certified and paid pursuant to Clauses 66 and 67 of the General Conditions. 7.3 PAYMENT WHEN METHOD NOT ADOPTED Replace paragraph 7.8 with the following: 7.8 In the event of the satisfactory execution of any part of the Works which has been the subject of an item for a Method-Related Charge using, whether in whole or in part, a method other than that described in the item the Contractor shall nevertheless be entitled to payment of the Method-Related Charge, or the balance thereof, as the case may be. The amount of a Method-Related Charge shall be neither increased nor decreased by reason only of any change in method made by the Contractor, unless such change has been ordered by the Engineer, in which case the provisions of Clause 54 of the General Conditions shall apply. [STAMP] Rev.0: 26 April 2002 A/13 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 8. WORK CLASSIFICATION 8.1 (a) Amend Work Classification Class Y: Sewer and water main renovation and ancillary works to read as follows: Class Y: Utilities (b) Delete Work Classification Class Z: Simply building works incidental to civil engineering works. [STAMP] Rev.0: 26 April 2002 A/14 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS A: GENERAL ITEMS Al CONTRACTUAL REQUIREMENTS (a) Replace Second Division items 1 to 3 with the following: 1 Contractor's Bond 2 Off-shore Manufacturing Bond 3 Contractor's Insurance 4 Administration of all insurances required under the Contract including but without limitation Employee's Compensation and Statutory Employee's Compensation Levy. (b) Amend Coverage Rule C1 to read as follows: C1 Items for insurance classed as contractual requirements shall be deemed to include only provision of insurance in accordance with Clause 33 of the General Conditions unless otherwise stated. (c) Add New Coverage Rule C1A as follows: C1A The item for administration of all insurances required under the Contract shall also include the payment of any excesses and all costs and expenses incurred by the Contractor in administering all insurances required by the Contract and/or taken out by the Contractor and all insurance claims received. A2 SPECIFIED REQUIREMENTS (a) Delete Measurement Rule M2. (b) Delete Definition Rule D1. (c) Replace Additional Description Rule Al with the following: A1 Item descriptions for work classed as specified requirements to be carried out after the issue of the Substantial Completion Certificate for the Works shall so state. (d) Delete Additional Description Rule A3. (e) Add new Coverage Rule C2 as follows: C2 Item for testing shall be deemed to include both testing and provision of samples required for testing (whether by the Contractor or the Engineer) including preparation for transportation and testing and delivery. [STAMP] Rev.0: 26 April 2002 A/15 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- A2 (Cont'd) (f) Add new Second Division item 8 corresponding to First Division item 2 as follows: 8 Temporary Works (g) Add new Third Division items 1-8 corresponding to Second Division item 8 as follows: 1 Hoardings and Fencing 2 Project Signboards 3 Utility Diversion 4 Security 5 Access Scaffolding 6 Piling 7 Hardstandings 8 Ground Treatment (h) Add new Measurement Rule M3A as follows: M3A Piling shall be classified as Temporary Works except as may be expressly provided in the Contract in which event it shall be measured under the provisions of Classes P and Q. (i) Add new Measurement Rule M3B as follows: M3B Ground Treatment shall be classified as Temporary Works except as may be expressly provided in the Contract in which event it shall be measured under the provisions of Class C. (j) Add new Coverage Rule C3 as follows: C3 Item for hoarding and fencing shall be deemed to include supply, erection, painting and maintenance to meet the specified requirements including either making good the hoarding and fencing before handing over to the Employer or taking down and disposal as specified. (k) Add new Coverage Rule C4 as follows: C4 Item for piling shall be deemed to include ground treatment to temporary piling. (1) Add new Third Division item 4 corresponding to Second Division item 4 as follows: 4 Survey assistants [STAMP] Rev.0: 26 April 2002 A/16 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- A2(Cont'd) (m) Add new Coverage Rules C5 as follows: C5 Item for ground treatment shall be deemed to include ground treatment to permanent works except as may be expressly provided in the Contract. (n) Add new Coverage Rule C6 as follows: C6 Item for utility diversion shall be deemed to include subsequent maintenance, removal of temporary diversion and making good to match existing. A3 METHOD-RELATED CHARGES Amend Third Division item 4 corresponding to Second Division item 1 to read as follows: 4 Stores and Workshops A4 PROVISIONAL SUMS (a) Replace Third Division items 1-8 with the following: 1 Labour 2 Percentage Adjustment to Provisional Sum for Daywork labour 3 Materials 4 Percentage Adjustment to Provisional Sum for Daywork materials 5 Contractor's Equipment 6 Percentage Adjustment to Provisional Sum for Daywork Contractor's Equipment. (b) Replace Measurement Rule M5 with the following: M5 Adjustments shall be inserted against items for Percentage Adjustment to Provisional Sums for Daywork labour, materials and Contractor's Equipment. [STAMP] Rev.0: 26 April 2002 A/17 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- A5 NOMINATED SUB-CONTRACTS (a) Delete First Division items 5 and 6. (b) Delete Second Division items 1 to 4 corresponding to First Division item 5 and 6. (c) Delete Measurement Rule M6. (d) Delete Additional Description Rules A5 and A6 A6 ADD NEW CATEGORY AS FOLLOWS: First Division Second Division Third Division ----------------- ------------------------ -------------- 7 Other specified 1 General Attendance for requirements Project Contractors 2 Temporary Electricity Supply A7 OTHER SPECIFIED REQUIREMENTS (a) Add new Coverage Rule C8 as follows: C8 Items for general attendance shall be deemed to include providing general attendance on Project Contractors as per the Specification. (b) Add new Coverage Rule C9 as follows: C9 Items for temporary electricity supply shall be deemed to include the provision, maintenance and removal of the electrical supply in accordance with the Specification. (c) Add new Additional Description Rule A7 as follows: A7 Item descriptions for general attendance for Project Contractors shall identify separately each Project Contractor by Contract Number and title. [STAMP] Rev.0: 26 April 2002 A/18 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- A7(Cont'd) (d) Add new Additional Description Rule A8 as follows: A8 Item descriptions for temporary electricity supply shall identify the specifications containing any requirements for electricity supplies for Project Contractors, in addition to the requirements of the Specification. A8 ADD NEW CATEGORY AS FOLLOWS: (a) First Division Second Division Third Division ----------------- ------------------ ------------------ 8 Contractor's 1 Contractor's Requirements Design Costs 2 Supply, erect 1 Offices and remove on 2 Laboratories completion 3 Cabins 4 Stores and Workshops 5 Canteens and Messrooms 3 Supply, install 1 Electricity and remove on Supply completion 2 Water Supply 3 Site Communication facilities 4 Temporary drainage and sewage disposal [STAMP] Rev.0: 26 April 2002 A/19 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS B: GROUND INVESTIGATION B1 EXCLUDES Replace the Excludes list with the following: Excludes: Ducts for piezometers and inclinometers cast in diaphragm walls and piles (included in Classes C and P) Excavation not carried out for the purpose of ground investigation (included in Class E) Boring for piling (included in Classes P and Q) Trial holes for utilities (included in Class Y) B2 ROTARY DRILLED BOREHOLES (a) Add new Coverage Rule C3A as follows: C3A Items for rotary drilled boreholes shall include drilling in any material in any type of ground. (b) Add new Coverage Rule C3B corresponding to Second Division item 7 as follows: C3B Items for core boxes shall be deemed to include packing the cores and transporting the core boxes to the Engineer's laboratory or such other location within Hong Kong as may be required by the Engineer. B3 SITE TESTS AND OBSERVATIONS (a) Replace Third Division item 4 corresponding to Second Division item 2 with the following: 4 Cone penetration nr (b) Replace Additional Description Rule A13 with the following: A13 Item descriptions for cone penetration tests shall state the maximum depth of the cone. [STAMP] Rev.0: 26 April 2002 A/20 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3
ITEM REFERENCE ITEM DESCRIPTION --------------------------------------------------------------------------------------------------------------- B4 INSTRUMENTAL OBSERVATIONS ------------------------------------------------------------------------------------------------ FIRST SECOND THIRD MEASUREMENT DEFINITION DIVISION DIVISION DIVISION RULES RULES ------------------------------------------------------------------------------------------------ Replace the whole Instrumental Observations with the following ------------------------------------------------------------------------------------------------ 6 Instrumental 1 Pressure head 1 Standpipes m M1A Ducts for observations 2 Piezometers m piezometers and 3 Install covers nr inclinometers cast in 4 Monitoring visit diaphragm walls and 5 Reporting nr piles are excluded from this class and are included in the appropriate items in Classes C and P. 2 Inclinometers 1 Installations m 4 Monitoring visit 5 Reporting nr 3 Settlement 1 Installations nr D4 Datalogger Gauges 4 Monitoring visit is deemed to be 4 Resistivity 5 Reporting nr the instrument 5 Seismic and all other 6 Magnetic instruments Extensometer connected to 7 Self-potential the Datalogger 8 Gravimetric are deemed to 9a Datalogger be sensors. ITEM REFERENCE ITEM DESCRIPTION ----------------------------------------------------------------------------- B4 INSTRUMENTAL OBSERVATIONS -------------------------------------------------------------- ADDITIONAL COVERAGE DESCRIPTION RULES RULES -------------------------------------------------------------- Replace the whole Instrumental Observations with the following -------------------------------------------------------------- C4 Item for A15 Item inclinometers, settlement descriptions for gauges and magnetic instrumental extensometers shall be observations shall deemed to include state details of the provision of special type of observations boreholes. and the type of protective fences. C5 Monitoring shall be deemed to include taking all readings, measurements, A16 Item observations and descriptions for recording, per visit per inclinometers and instrument on site, of all settlement gauges data obtainable from the shall state whether instrument and all of its the instruments are sensors as specified in the in special Contract. boreholes. C6 Reporting shall be deemed to include draft final report and final report in electronic file and/or hard copy forms including submit it/them in report box(es) and folder(s) with details and format all as specified in the Contract.
[STAMP] Rev.0: 26 April 2002 A/21 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS C: GEOTECHNICAL AND OTHER SPECIALIST PROCESSES C1 EXCLUDES Replace the Excludes list with the following: Excludes: Compaction(included in Class E) Grouting carried out within tunnels, shafts and other subterranean cavities (included in Class T) C2 DIAPHRAGM WALLS (a) Replace Second Division item 1 with the following: 1 Excavation in material other than rock m3 (b) Deleted Second Division item 3 (c) Delete Third Division items 1 to 7 (d) Add Third Division items 1, 2 and 3 corresponding to Second Division item 2 as follows: 1 Rock - Class A 2 Rock - Class B 3 Toe in to rock (e) Add new Measurement Rules M12A, M12B, M12C, M12D, M12E, M12F and M12G as follows: M12A Excavation in diaphragm walls shall be measured under the following classifications: i) Material other than rock Shall include any soft material, completely and highly decomposed rock and boulders, and artificial hard material not falling within the classification of Rock-Class A or B as defined below. [STAMP] Rev.0: 26 April 2002 A/22 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- C2 (Cont'd) ii) Rock - Class A Shall be defined as that rock recovered in an isolated "measurable core", as described in Measurement Rule M12C, of more than 200mm but not exceeding 1300mm within any continuous length of borehole. iii) Rock - Class B Shall be defined as that rock recovered in an isolated "measurable core", as described in Measurement Rule M12C, exceeding 1300mm within any continuous length of borehole. Class A and Class B rock excavation will be measured only in the area between ground level and the "measurement horizon" described in Measurement Rule M12E. Natural hard material forming part of sea walls or similar structures shall be measured in accordance with the above. iv) Toe in to rock Shall be defined as that rock between the measurement horizon and the founding level of the diaphragm wall as determined or instructed by the Engineer. [STAMP] Rev.0: 26 April 2002 A/23 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- C2 (Cont'd) M12B The volume of excavation in diaphragm walls shall be evaluated as defined below: Material other than rock V = D x W x L - (Rock Class A + Rock Class B) Where- V = volume D = total depth of panel from the Commencing Surface W = nominal width of panel as stated in the item description L = length of wall on its axis Rock Class A and Class B V = W x K x( L1+L2 )/2 Where- V = volume W = nominal width of panel as stated in the item Description K = length of "measurable core" L1 and L2 = respective distances from the two adjacent "test boreholes" [STAMP] Rev.0: 26 April 2002 A/24 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- C2 (Cont'd) M12C A "measurable core" for the purposes of classifying rock to be excavated in diaphragm wall trenches shall be a solid cylindrical NX size core retrieved by rotary drilling from "test boreholes" placed at the nominal centres along the centre line of the diaphragm wall as specified in the Specification or Drawings and consisting of rock which cannot be broken by unaided hands. Cores of solid material which can be demonstrated to have been broken during drilling or extraction will be considered as "measurable cores" and consecutive cores from any single borehole which can be re-assembled to produce a continuous length from any single borehole shall also be considered as a single "measurable core". Broken pieces which cannot be re-assembled to form a cylinder shall not be considered as a "measurable core". Notwithstanding any other exploratory boreholes ordered by the Engineer, the volume of Rock Class A and Class B shall be determined solely from the "test boreholes" referred to above. M12D Where diaphragm walls are to be keyed into bedrock a "theoretical bedrock line" will be determined from the results of the "test boreholes" along the centre line of the diaphragm wall. At each "test borehole" location a theoretical bedrock level will be determined by the first continuous length of borehole giving more than 50% "measurable core" recovery providing that further "measurable core" recovery from lower levels together with the information given by the adjacent "test boreholes" provides evidence of bedrock. The theoretical bedrock level shall be the top of the qualifying "measurable core". The "theoretical bedrock line" shall be the straight lines joining the successive theoretical bedrock levels at each "test borehole" location. All "test boreholes" shall be used to determine the "theoretical bedrock line". M12E A "measurement horizon" shall be established for diaphragm walls which are to be keyed into bedrock for measurement purposes only. The "measurement horizon" for each panel of diaphragm wall shall be deemed to be a horizontal line sited 1.5m above the highest point on the "theoretical bedrock line" within that panel. M12F Measurement Rule M12D and M12E shall not be applicable to diaphragm walls which are not to be keyed into bedrock. Where diaphragm walls are not to be keyed into bedrock the toe level as determined or instructed by the Engineer for each panel of diaphragm wall shall be deemed to be the "measurement horizon" within that panel for measurement purposes. [STAMP] Rev.0: 26 April 2002 A/25 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- C2 (Cont'd) M12G Drilling "test boreholes" prior to diaphragm wall excavation as referred to in Measurement Rule M12D shall be classed as Ground Investigation (Class B). (f) Delete Additional Description Rule A5. (g) Replace Third Division items 1 to 8 corresponding to Second Division Items 5 and 6 with the following: 1 Nominal size : not exceeding 10mm 2 12mm 3 16mm 4 20mm 5 25mm 6 32mm 7 40mm 8 50mm or greater (h) Replace Measurement Rule M10 with the following: M10 The mass measured for reinforcement in diaphragm walls shall include that of cast in stiffening, lifting and supporting steel detailed on the Drawings. Any additional steel required by the Contractor shall not be included in the mass measured. (i) Add new Coverage Rules C5 to C11 as follows: C5 Items for diaphragm walls shall include the following: (i) removal and reinstatement of overhead obstructions to allow erection and movement of plant and equipment; (ii) keeping full and detailed records of the work as carried out and of the ground conditions encountered; (iii) taking precautions to avoid damage to structures, existing sewers, drains and services including providing temporary supports; (iv) forming all joints between panels including waterbars or similar approved where specified; (v) disposal of excavated materials; and (vi) dealing with the displaced bentonite. C6 Items for diaphragm walls are deemed to include any unspecified backfilling to empty diaphragm wall trenches e.g. to suit the Contractor's method of working or to meet safety requirements. Excavation rates are deemed to include excavating through unspecified backfill material. [STAMP] Rev.0: 26 April 2002 A/26 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- C2 (Cont'd) C7 Items for diaphragm walls are deemed to include all lengths of panels. C8 Items for guide walls are deemed to include straight and curved walls and their subsequent breaking out and removal if required. C9 Items for guide walls are to include raised guide walls such as to enable a head of slurry to be maintained at a suitable height above the water table. C10 Items for toe in to rock shall include all plant, equipment and personnel necessary for diaphragm wall construction. C11 Items for concrete shall be deemed to include ducts installed as specified and subsequent grouting and making good. [STAMP] Rev.0: 26 April 2002 A/27 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS D: DEMOLITION AND SITE CLEARANCE D1 GENERAL CLEARANCE (a) Replace Coverage Rule C2 with the following: C2 Items for general clearance shall be deemed to include the removal of trees and stumps of any diameter and the backfill of holes left by stumps with approved backfilling material. (b) Delete Additional Description Rule A3. D2 TREES (a) Replace First Division item 2 with the following: 2 Not used (b) Delete Second Division items 1 to 5 corresponding to First Division item 2. (c) Delete Definition Rules D2. (d) Delete Coverage Rules C3. D3 STUMPS (a) Replace First Division item 3 with the following: 3 Not used (b) Delete Second Division item 1 to 3 corresponding to First Division item 3. D4 BUILDINGS AND OTHER STRUCTURES Add new Coverage Rule C3A as follows: C3A Concrete shall be deemed to include mass and reinforced concrete. [STAMP] Rev.0: 26 April 2002 A/28 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS E: EARTHWORKS El EXCLUDES Amend the Excludes list by adding the following: Excavation to utilities (included in Class Y) E2 EXCAVATION BY DREDGING, EXCAVATION FOR CUTTINGS, EXCAVATION FOR FOUNDATIONS AND GENERAL EXCAVATION (a) Replace Second Division items 4 and 5 as follows: 4 Artificial hard material 5 Not used (b) Replace Measurement Rule M7 as follows: M7 Not used. (c) Add Coverage Rule C2A as follows: C2A Items for excavation shall be deemed to include double handling of excavated material before its removal from the Site or, as the case may be, final position as filling material within the Site as expressly and/or implicitly required by the Contract. (d) Replace Additional Description Rule A2 as follows: A2 Not used. E3 EXCAVATION ANCILLARIES (a) Replace Second Division item 4 as follows: 4 Not used. (b) Replace Third Division item 4 as follows: 4 Artificial hard material (c) Replace Definition Rule D5 as follows: D5 Trimming, preparation and disposal shall be deemed to be carried out upon material other than topsoil, rock or artificial hard material unless otherwise stated in the item description. [STAMP] Rev.0: 26 April 2002 A/29 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- E4 FILLING (a) Add new Definition Rule D8A as follows: D8A Selected excavated material other than topsoil or rock shall be any of the following materials all as defined under Clause 7.3 and Table 7.1 of the Standard Specification Volume 1 - Civil: fine fill, granular fill, special fill, rock fill (grade 200), rock fill (grade 400). (b) Add new Definition Rule D8B as follows: D8B Non-selected excavated material other than topsoil or rock shall be General Fill material as defined in Clause 7.3 and Table 7.1 of the Standard Specification Volume 1- Civil. (c) Replace Measurement Rules M18, M20 and M21 as follows: M18 Any additional filling necessitated by settlement of or penetration into underlying material shall not be measured. M20 Filling to form surcharge to the EVA of stated loading by material approved by the Engineer shall be measured under new First Division item 9- Surcharge to the EVA. M21 Not used. (d) Add new Coverage Rule C3A as follows: C3A Items for fillings shall be deemed to include additional filling necessitated by settlement of or penetration into underlying material, together with all necessary associated works including but not limited to compaction of additional filling material. E5 FILLING ANCILLARIES (a) Replace Second Division item 3 as follows: 3 Geosynthetic reinforcement m2 (b) Add new Second Division item 4 as follows: 4 Scarify surfaces m2 [STAMP] Rev.0: 26 April 2002 A/30 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- E5 (Cont'd) (c) Replace Third Division item 4 as follows: 4 Artificial hard material (d) Replace Measurement Rule M24 as follows: M24 The area of additional geosynthetic reinforcement in laps shall not be measured. (e) Add new Measurement Rule M24A as follows: M24A Scarify surfaces shall only be measured to surfaces scarified in accordance with the Standard Specification. (f) Add new Coverage Rule C3B as follows: C3B Items for scarify surfaces shall be deemed to include compaction. (g) Replace Additional Description Rule Al6 as follows: A16 The type and grade or the performance specification of material shall be stated in item descriptions for geosynthetic reinforcement. E6 LANDSCAPING (a) Replace Coverage Rules C4 with the following: C4 Items for landscaping shall be deemed to include fertilizing, protection, trimming and preparation of surface. (b) Add new Second Division item 8 as follows: 8 Cementitious m2. (c) Add new Third Division items 1 and 2 corresponding to Second Division item 8 as follows: 1 Chunam 2 Sprayed concrete [STAMP] Rev.0: 26 April 2002 A/31 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- E6 (Cont'd) (d) Add new Measurement Rule M26 corresponding to Second Division item 8 as follows: M26 The area measured for chunam and sprayed concrete shall be the actual area to which the chunam or sprayed concrete is applied. (e) Add new Measurement Rule M27 corresponding to Second Division item 8 as follows: M27 The area of chunam or sprayed concrete measured shall include that occupied by obstructions, e.g. trees, not exceeding 1m2. (f) Add new Coverage Rule C5 corresponding to Second Division item 8 as follows: C5 Items for chunam and sprayed concrete shall be deemed to include trimming and preparation of surfaces, weep holes and mesh reinforcement. (g) Add new Additional Description Rule A19 corresponding to Second Division item 8 as follows: A19 Item descriptions for chunam and sprayed concrete shall identify work upon surfaces which are inclined at an angle exceeding 30 DEG. to the horizontal. E7 SURCHARGE TO THE EVA (a) Add new First Division item 9 as follows: 9 Surcharge to the EVA (b) Add new Second Division item 1 corresponding to First Division item 9 as follows: 1 Of stated loading by material approved by the Engineer m2 (c) Add new Third Division items 1 to 3 corresponding to Second Division item 1 as follows: 1 To structure 2 Embankment 3 General [STAMP] Rev.0: 26 April 2002 A/32 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- E7 (Cont'd) (d) Add new Measurement Rules M28, M29 and M30 corresponding to Second Division item 1 as follows: M28 Filling other than that to form surcharge to the EVA of stated loading by material approved by the Engineer shall be measured under First Division item 6 - Filling. M29 Surcharge to the EVA of stated loading by material approved by the Engineer shall be measured under Class E: Earthworks irrespective of the types of material approved by the Engineer. M30 The area of surcharge to the EVA of stated loading by material approved by the Engineer measured shall be the designated area of the EVA required for such surcharge as shown on the Drawings. (e) Add new Coverage Rules C6 and C7 corresponding to Second Division item 1 as follows: C6 Items for surcharge to the EVA of stated loading by material approved by the Engineer shall be deemed to include: (a) placing of additional approved surcharge material necessitated by settlement of or penetration into underlying material or, as the case may be, (b) placing of additional underlying material subsequent to the removal of surcharge up to its original level prior to surcharging necessitated by settlement of underlying material, together with all necessary associated works including but not limited to compaction of additional approved surcharge material or additional underlying material. C7 Notwithstanding any other provisions of CESMM3 and the Additions and Amendments thereto, items for surcharge to the EVA of stated loading by material approved by the Engineer shall be deemed to include subsequent removal and disposal of surcharge material Off Site as required by the Contract. (f) Add new Additional Description Rule A20 corresponding to Second Division item 1 as follows: A20 Item description for surcharge to the EVA of stated loading by material approved by the Engineer shall identify work upon surfaces which are: (a) inclined at an angle of 10 DEG. - 45 DEG. to the horizontal (b) inclined at an angle of 45 DEG. - 90 DEG. to the horizontal (C) vertical [STAMP] Rev.0: 26 April 2002 A/33 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS F: IN SITU CONCRETE F1 EXCLUDES Replace the Excludes list with the following: Excludes: In situ concrete for: capping of boreholes (included in Class B) diaphragm walls (included in Class C) excavation ancillaries (include in Class E) drainage and pipework (included in Classes K and L) piles (included in Classes P and Q) roads, pavings, kerbs and U-channels (included in Class R) tunnel and shaft linings (included in Class T) foundations for fences and gates (included in Class X) utilities (included in Class Y) granolithic finish, screeds and other applied finishes (included in ABWFMM Class AJ) F2 PROVISION OF CONCRETE (a) Replace Second Division items 1-8 corresponding to First Division Item 2 with the following: 1 Class: No fines 2 20/20 3 30/20 4 40/20 5 45/20 6 50/20 (b) Replace First Division item 3 with the following: 3 Not used. (c) Delete Second Division items 1-3 corresponding to First Division item 3. (d) Delete Third Division. (e) Amend Definition Rule D1 to read as follows: D1 Items for Provision of concrete shall be classified in accordance with the Standard Specification Volume 2 -Structural. [STAMP] Rev.0: 26 April 2002 A/34 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- F3 PLACING OF CONCRETE Add new Additional Description Rule A5 as follows: A5 Item descriptions for Other concrete forms which is to steps, stairs, and landings shall so state and shall also state the waist dimension within the range as follows: (a) not exceeding 150mm (b) 150 - 300 mm (c) 300 - 500 mm (d) exceeding 500 mm [STAMP] Rev.0: 26 April 2002 A/35 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS G: CONCRETE ANCILLARIES G1 EXCLUDES Replace the Excludes list with the following: Excludes: Reinforcement in diaphragm walls (included in Class C) Pre-tensioned prestressing (included in Class H) Formwork and reinforcement in precast concrete (included in Class H) Formwork and reinforcement ancillary to drainage and pipework (included in Classes K and L) Formwork and reinforcement in piles (included in Classes P and Q) Formwork and reinforcement for concrete roads, pavings and U-channels (included in Class R) Formwork for tunnel and shaft linings (included in Class T) Formwork for foundations for fences and gates (included in Class X) Formwork and reinforcement for Utilities (included in Class Y) Casting of inserts in structures for curtain walling (included in ABWFMM Class AP) Granolithic finish, screeds and other applied finishes (included in ABWFMM Class AJ) G2 FORMWORK (a) Delete Third Division items 5 and 6 corresponding to Second Division item 8. (b) Replace Measurement Rule M2 with the following: M2 Formwork shall not be measured for the following: (a) edges of blinding concrete not exceeding 0.2m wide (b) joints and associated rebates and grooves (c) temporary surfaces including construction joints formed at the discretion of the Contractor (d) surfaces of concrete which are expressly required to be cast against an excavated surface (e) surfaces of concrete which are cast against excavated surfaces inclined at an angle less than 45 DEG. to the horizontal. [STAMP] Rev.0: 26 April 2002 A/36 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- G2 (Cont'd) (f) the soffit and sides of slabs and beams in "top down" construction unless specifically required by the Contract (g) individual fillets, chamfers, splays, drips, rebates, recesses, grooves and the like not exceeding 100 millimetres total girth (c) Delete Measurement Rule M5. (d) Add new Measurement Rule M5 as follows: M5 The area of formwork measured shall include kickers measured in m2 as part of the plane surface on which they occur. (e) Replace Measurement Rule M6 with the following: M6 The area of formwork measured shall include the area of formwork obscured by: (a) forms for large and small voids (b) forms for individual fillets, chamfers, splays, drips, rebates, recesses, grooves and the like not exceeding 100 millimetres total girth (c) inserts (f) Delete Definition Rules D4 and D5. (g) Add new Coverage Rule C1A and C1B corresponding to First Division items 1 to 4 as follows: C1A Items for formwork measured in m2 shall be deemed to include kickers expressly required or provided in accordance with the Contractor's method of construction for which a notice of no objection has been issued by the Engineer. C1B Items for formwork shall be deemed to include pipe sleeves not exceeding 150mm diameter. (h) Amend Additional Description Rule A5 to read as follows: A5 Items descriptions for formwork for concrete components of constant cross-section shall state the principal cross-sectional dimensions of the component and its mark number or location or other unique identifying feature. [STAMP] Rev.0: 26 April 2002 A/37 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- G3 REINFORCEMENT (a) Replace Third Division items 1 to 8 corresponding to Second Division items 1 to 4 with the following: 1 Nominal size: not exceeding 10mm 2 12mm 3 16mm 4 20mm 5 25mm 6 32mm 7 40mm 8 50mm or greater (b) Replace Measurement Rule M8 with the following: M8 The mass of reinforcement measured shall include the mass of cast in of steel supports to top reinforcement detailed on the Drawings. Any additional steel required by the Contractor shall not be included in the mass measured. (c) Add new Measurement Rule M9A as follows: M9A Special joints shall be measured only where they are expressly required. (d) Replace Coverage Rule C1 with the following: C1 Item for reinforcement shall be deemed to include supporting reinforcement other than cast in steel supports to top reinforcement detailed on the Drawings. G4 CONCRETE ACCESSORIES (a) Delete Third Division items 4 and 5 corresponding to Second Division item 1. (b) Delete Coverage Rule C6. (c) Delete Additional Description Rule A13. (d) Add new Measurement Rule M17 corresponding to Second Division item 3 with the following: M17 Pipe sleeves shall be measured as inserts only when size of sleeves exceeding 150mm diameter. [STAMP] Rev.0: 26 April 2002 A/38 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS H: PRECAST CONCRETE H1 EXCLUDES Amend the Excludes list by adding the following: Utilities (included in Class Y) Precast concrete tiles. [STAMP] Rev.0: 26 April 2002 A/39 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS I: PIPEWORK - PIPES I1 EXCLUDES Replace the Excludes list with the following: Excludes: Work included in Classes J, K, L, and Y. Piped building services (included in BSMM) I2 PIPES (a) Replace Additional Rule A1 with the following: A1 Type of pipework in each item or group of items shall be stated in item descriptions so that the pipe runs included can be identified by reference to the Drawings. (b) Replace Additional Description Rule A2 with the following: A2 The materials, joint types, nominal bores and lining requirements of pipes shall be stated in item descriptions and reference given to applicable specifications and specified qualities. [STAMP] Rev.0: 26 April 2002 A/40 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS J: PIPEWORK - FITTINGS AND VALVES J1 EXCLUDES Replace the Excludes list with the following: Excludes: Work included in Classes I, K, L and Y. Piped building services (included in BSMM). J2 FITTINGS Replace Additional Description Rule A1 with the following: A1 The materials, joint types, nominal bores and lining requirements of pipe fittings shall be stated in item descriptions and reference given to applicable specifications and specified qualities. Fittings with puddle flanges shall be so described. J3 VALVES AND PENSTOCKS Replace Additional Description Rule A6 with the following: A6 The materials, nominal bores and any additional requirements such as joints, draincocks, extension spindles and brackets shall be stated in item descriptions for valves and penstocks and reference given to applicable specifications and specified qualities. [STAMP] Rev.0: 26 April 2002 A/41 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS K: PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES K1 EXCLUDES Replace the Excludes list with the following: Excludes: Work included in Classes I, J, L and Y. Ducted building services (included in BSMM). K2 MANHOLES Replace Additional Description Rule A1 with the following: A1 Type shall be stated in item descriptions for manholes, other stated chambers and gullies of which details are given elsewhere in the Contract. [STAMP] Rev.0: 26 April 2002 A/42 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS L: PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION L1 EXCLUDES Replace the Excludes list with the following: Excludes: Work included in Classes I, J, K, and Y. Insulation to building services (included in BSMM). [STAMP] Rev.0: 26 April 2002 A/43 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS M: STRUCTURAL METALWORK M1 EXCLUDES Amend the Excludes list by adding the following: Structural metalwork for metal cladding (included in ABWFMM Class AG) Structural metalwork frames for metal roof cladding and structural supporting frames for metal cladding (included in ABWFMM Classes AA and AG) M2 OFF SITE SURFACE TREATMENT Amend Measurement Rule M8 to read as follows: M8 Surface treatment carried out on the Site shall be classed as painting (Class V) or as architectural coatings and special finishings. [STAMP] Rev.0: 26 April 2002 A/44 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS N: MISCELLANEOUS METALWORK N1 EXCLUDES Amend the Excludes list by adding the following: Utilities (included in Class Y) Metal cladding (included in ABWFMM Class AG) Raised access flooring to computer rooms (included in ABWFMM Class AH) Metal handrails and capping pieces to glass balustrades (included in ABWFMM Class AH) N2 FIRST DIVISION 2 Delete Second Division item 1. [STAMP] Rev.0: 26 April 2002 A/45 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS O: TIMBER O1 EXCLUDES Replace the Excludes list with the following: Formwork to concrete (included in Class G) Timber piles (included in Class P) Timber sleepers (included in Class S) Timber supports in tunnels (included in Class T) Timber fencing (included in Class X) Building carpentry and joinery (included in ABWFMM Class AC) [STAMP] Rev.0: 26 April 2002 A/46 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS P: PILES P1 MEASUREMENT RULES Replace Measurement Rule M1 with the following: M1 Bored and driven depths shall be measured along the axes of piles from the Commencing Surface to the toe levels of bored piles, to the bottom of the casings of driven cast in place piles and to the bottom of the toes of other driven piles. The Commencing Surface adopted in the preparation of the Bill of Quantities as the surface at which boring or driving is expected to begin shall be adopted for the measurement of the completed work. The levels of the toe level of bored piles, the bottom of the casings of driven cast in place piles and the bottom of the toes of other driven piles adopted for the measurement of the completed work shall be those shown on the Drawings or otherwise instructed by the Engineer. P2 BORED AND DRIVEN CAST IN PLACE CONCRETE PILES (a) Add new Coverage Rule C2 as follows: C2 Items for concreted length shall be deemed to include ducts installed as specified and subsequent grouting and making good. (b) Add Additional Description Rules A5a and A5b as follows: A5a Bored cast in place mini-piles shall be identified in item descriptions. A5b For mini-pile measurement, 'concreted length' shall mean grouted length. P3 ISOLATED STEEL PILES Replace Definition Rule D4 with the following: D4 The length of isolated steel piles shall be the lengths expressly required to be supplied excluding extensions but including heads and shoes where specified. [STAMP] Rev.0: 26 April 2002 A/47 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- P4 BARRETTE (a) Add Category 9 - Barrette as follows: First Second Division Division Third Division ---------------------------------------------------- 9 Barrette 1 stated 1 Number of barrette size barrettes nr 2 Excavation to stated maximum depth m/3/ 3 Concrete m/3/ (b) Add Measurement Rule M9 as follows: M9 Excavation depth shall be measured along the axis of barrettes from the Commencing Surfaces to the founding levels of barrettes. The Commencing Surface adopted in the preparation of the Bill of Quantities as the Surface at which excavation is expected to begin shall be adopted for the measurement of the completed works. The levels of the founding level of barrettes adopted for the measurement of the completed work shall be those shown on the Drawings or otherwise instructed by the Engineer. (c) Add Measurement Rule M10 as follows: M10 Concrete shall be measured from the cut off levels expressly required to the founding levels shown on Drawings or otherwise instructed by the Engineer. (d) Add Definition Rule D8 as follows: D8 The maximum depth stated in item descriptions for the depth of barrettes shall be the depth which is not exceeded by any barrette included in the item. [STAMP] Rev.0: 26 April 2002 A/48 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- P4 (Cont'd) (e) Add Coverage Rules C3 and C4 as follows: C3 Items for excavation for barrettes shall be deemed to include preparation and upholding sides of excavation. C4 Items for concrete in barrette piles shall be deemed to include trimming the faces of barrettes and preparing their tops to receive other work. (f) Add Additional Description Rule A13 as follows: A13 The mix specifications or strengths shall be stated in item descriptions for concrete in barrettes. [STAMP] Rev.0: 26 April 2002 A/49 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS Q: PILING ANCILLARIES Q1 MEASUREMENT RULES Replace Measurement Rule M1 with the following: M1 Work in this class, other than boring through rock and backfilling empty bore for cast in place concrete piles, shall be measured only where it is expressly required. Q2 FIRST DIVISION ITEM 1 CAST IN PLACE CONCRETE PILES (a) Replace Second Division items 1 to 8 corresponding to First Division item 1 with the following: 1 Pre-boring m 2 Boring through rock m 3 Backfilling empty bore with stated material m 4 Permanent casings each length: not exceeding 13m m 5 exceeding 13m m 6 Enlarged bases nr 7 Cutting off surplus lengths m 8 Preparing heads nr (b) Add new Measurement Rules M2A and M2B as follows: M2A The lengths of boring through rock admeasured shall be the total length, above the toe levels of bored piles shown on the Drawings or otherwise instructed by the Engineer, of the rock recovered during pre-drilling at each pile location. M2B Notwithstanding Measurement Rule M2A, if no pre-drilling is required to be carried out at the pile location, then the length of boring through rock admeasured shall be the total length, above the toe levels of the bored piles shown on the Drawings or otherwise instructed by the Engineer, through a naturally occurring hard strata which, in the opinion of the Engineer is MDG grade III rock or stronger and which exceeds 0.20 cu.m. in size. [STAMP] Rev.0: 26 April 2002 A/50 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- Q2 (Cont'd) (c) Add new Additional Description Rule A2a as follows: A2a Cast in place mini-piles shall be identified in item description. Q3 OBSTRUCTIONS (a) Delete First Division item 7. (b) Delete Measurement Rule M12. Q4 PILE TESTS (a) Add new Second Division items 6, 7 and 8 as follows: 6 Number of cast in place concrete piles cored nr 7 Coring of cast in place concrete piles m 8 Core boxes, length of core stated nr (b) Add new Measurement Rule M13 corresponding to Second Division item 7 as follows: M13 Notwithstanding that pile tests are measured per number, items for coring of cast in place concrete piles shall be measured per metre. (c) Add new Definition Rule D6 corresponding to Second Division item 8 as follows: D6 Core boxes shall be deemed to become the property of the Employer unless otherwise stated. (d) Add new Coverage Rule C6 corresponding to Second Division item 7 as follows: C6 Items for coring of cast in place concrete piles shall be deemed to include coring through rock, all tests required on concrete cores and rock cores, grouting and making good. (e) Add new Coverage Rule C7 corresponding to Second Division item 8 as follows: C7 Items for core boxes shall be deemed to include packing the cores and transporting the cores boxes to the Engineer's laboratory or such other location within Hong Kong as may be required by the Engineer. [STAMP] Rev.0: 26 April 2002 A/51 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- Q4 (Cont'd) (f) Add new Additional Description Rule A9 as follows: A9 Types of non-destructive integrity tests shall be stated in the item description Q5 BARRETTE (a) Add Category 9 - Barrette as follows:
First Division Second Division Third Division ------------------------------------------------------------------------ 9 Barrette 1 Excavation through 1 stated barrette size rock m/3/ 2 Backfilling with stated material m/3/ 3 Plain round steel bar Nominal size: reinforcement to 1 not exceeding 10m BS4449 t 2 12mm 3 16mm 4 Deformed high yield 4 20mm steel bar reinforcement 5 25mm to BS4449 t 6 32mm 7 40 mm 8 50 mm or greater 5 Guide walls m 6 cutting off surplus 1 stated barrette size length m 7 Preparing heads nr
(b) Add Measurement Rules M14 to M18 as follows: M14 The length of excavation through rock admeasured shall be the total length above the founding levels of barrettes shown on the Drawings or otherwise instructed by the Engineer, of rock recovered during pre-drilling at each barrette location. M15 Depth of backfilling to barrettes shall be measured along the axes of barrettes from the Commencing Surfaces to the cut-off levels of the barrettes. [STAMP] Rev.0: 26 April 2002 A/52 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- Q5 (Cont'd) M16 The mass measured for reinforcement in barrettes shall include that of cast in stiffening, lifting and supporting steel detailed on the Drawings. Any additional steel required by the Contractor shall not be included in the mass measured. M17 The mass of steel reinforcement shall be taken as 0.785 kg/m per 100mm2 of cross-section (7.85 t/m2). The mass of other reinforcing material shall be taken as stated in the Contract. Ml8 Guide walls shall be measured along the girth of the barrettes. (c) Add Definition Rule D7 as follows: D7 The nominal size used for classification in item descriptions for bar reinforcement shall be the cross-sectional size defined in BS4449. (d) Add Coverage Rule C8 as follows: C8 Items for reinforcement in barrettes shall be deemed to include supporting reinforcement and preparing protruding reinforcement to receive other work. [STAMP] Rev.0: 26 April 2002 A/53 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS R: ROADS AND PAVINGS R1 EXCLUDES Replace the Excludes list with the following: Excludes: Earthworks (included in Class E) Drainage (included in Classes I, J, K and L) Fences and gates (included in Class X) Utilities (included in Class Y) Gantries and other substantial structures supporting traffic signs Maintenance of roads and pavings Covers to in situ concrete U-channels R2 DEFINITION RULES Delete Definition Rule D1. R3 SUB BASES, FLEXIBLE ROAD BASES AND SURFACING (a) Amend Second Division items 1 and 2 (corresponding to First Division 1) to read as follows: 1 Granular material type 1 as specified m2 2 Granular material type 2 as specified m2 (b) Amend Second Division items 5 (corresponding to First Division 1) to read as follows: 5 Lean concrete as specified m2 R4 CONCRETE PAVEMENTS (a) Replace Second Division item 1 with the following: 1 Not used. (b) Amend Second Division item 2 to read as follows: 2 Carriageway slabs of stated strength m2 [STAMP] Rev.0: 26 April 2002 A/54 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- R4 (Cont'd) (c) Replace Measurement Rule M5 with the following: M5 The mass of reinforcement measured shall include the mass of cast in steel supports to top reinforcement detailed on the Drawings. Any additional steel required by the Contractor shall not be included in the mass measured. (d) Replace Coverage Rule C2 with the following: C2 Items for reinforcement shall be deemed to include supporting reinforcement other than cast in steel supports to top reinforcement detailed on the Drawings. R5 KERBS, CHANNELS AND EDGINGS (a) Replace Second Division items 1 to 7 with the following: 1 Precast concrete kerbs of Highways Dept types K1, K2 and K3. 2 Precast concrete drop kerbs of Highways Dept types K5, K6, K7, K8 and K9. 3 Precast concrete edging kerbs of Highways Dept types El, E2 and E3. 4 In Situ Concrete kerbs and edging. 5 Asphalt kerbs. 6 Asphalt channels. 7 In Situ Concrete U-channels. 8 In Situ Concrete Rectangular channels. (b) Delete Second Division item 8. (c) Add new Coverage Rule C3A corresponding to Second Division item 7 as follows: C3A Items for in situ concrete U-channels and rectangular channels shall be deemed to include formwork and rendering angles, ends, outlets, intersections and rebates. (d) Add new Additional Description Rule A7A and A7B corresponding to Second Division item 7 as follows: A7A The type and overall size of in situ concrete U-channels and rectangular channels shall be stated in item descriptions for in situ concrete U-channels and rectangular channels. A7B Item descriptions for in-situ concrete U-channels and rectangular channels shall separately identify reinforced in situ concrete U-channels and rectangular channels. [STAMP] Rev.0: 26 April 2002 A/55 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- R6 LIGHT DUTY PAVEMENTS (a) Amend Second Division item 8 to read as Follows: 8 Precast concrete flags or brick paving to stated specification. (b) Add new Additional Description Rule A7C A7C Item descriptions for precast concrete flags or brick paving shall specify the material. R7 ANCILLARIES (a) Add new Coverage Rule C5 as follows: C5 Items for letters and shapes, continuous lines and intermittent lines shall be deemed to include solid glass beads. (b) Delete Additional Description Rule A8 R8 NOTE Delete Note at the foot of page 77. CLASS S: RAIL TRACK No amendments. CLASS T: TUNNELS T1 SUPPORT AND STABILISATION (a) Add new Third Division item 7 corresponding to Second Division item 1 as follows: 7 Pregrouted displacement. [STAMP] Rev.0: 26 April 2002 A/56 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS U: BRICKWORK U1 EXCLUDES Replace the Excludes list with the following: Excludes: Brickwork in manholes and other brickwork incidental to pipework (included in Classes K and Y) Blockwork in protective layers to waterproofing (included in Class W) Natural stonework other than ashlar masonry and rubble masonry (included in ABWFMM Class AO) CLASS V: PAINTING V1 EXCLUDES Replace the Excludes list with the following: Excludes: Road surface markings (included in Class R) Silk Screen and acid etched letters, numerals, characters, symbols and graphics (included in ABWFMM Class AI) Architectural coatings and special finishings (included in ABWFMM Class AT) Building services pipework and ductwork (included in BSMM) Painting carried out prior to delivery of components to the Site V2 SECOND DIVISION Amend Second Division items 3 and 4 to read as follows: 3 Concrete 4 Plaster and render [STAMP] Rev.0: 26 April 2002 A/57 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- V3 THIRD DIVISION CORRESPONDING TO SECOND DIVISION ITEMS 1 TO 6 (a) Delete Third Division items 6, 7 and 8. (b) Add Third Division items 5 and 6 as follows: 5 Isolated surfaces of width or girth not exceeding 500mm m2 6 Letters, numerals, characters, punctuation and the like nr (c) Amend Measurement Rule M2 to read as follows: M2 Isolated surfaces of width or girth not exceeding 500mm shall not be distinguished by inclination. (d) Delete Measurement Rule M3. (e) Delete Definition Rule D1. (f) Add Definition Rule D1 corresponding to Third Division item 5 as follows: D1 Isolated surfaces of width or girth not exceeding 500mm shall be classed as such only where work of overall width or girth not exceeding 500mm is not in conjunction with similarly painted work. (g) Delete Additional Description Rule A3. (h) Add Additional Description Rule A3 corresponding to Third Division item 6 as follows: A3 Item descriptions for letters, numerals, characters, punctuation and the like shall state the height and style. V4 Delete Note at the bottom of page 91. [STAMP] Rev.0: 26 April 2002 A/58 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS W: WATERPROOFING W1 INCLUDES Replace the Includes list with the following: Includes: Damp proofing, tanking and roofing Blockwork in protective layers W2 EXCLUDES Replace the Excludes list with the following: Excludes: Waterproofed joints (included in Classes C, G, H, I, J, K, R, T, U, X and Y) Damp proof courses in brickwork, blockwork and masonry (included in Class U) Roof tiling and metal roof cladding (included in ABWFMM Class AA) W3 DAMP PROOFING, TANKING AND ROOFING (a) Delete Second Division item 2. (b) Delete Second Division item 7. W4 PROTECTIVE LAYERS (a) Replace Second Division item 5 with the following: 5 Blockwork m/2/ (b) Add new Coverage Rule C2 corresponding to Second Division item 5 as follows: C2 Items for blockwork shall be deemed to include jointing, pointing, ties, dowels, cramps, joggles and the like; reinforcement; damp proof courses. (c) Add new Additional Description Rule A2A corresponding to Second Division item 5 as follows: A2A Item descriptions for blockwork shall state the materials, nominal dimensions and type of block. [STAMP] Rev.0: 26 April 2002 A/59 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASS X: MISCELLANEOUS WORK X1 INCLUDES Replace Includes with the following: Includes: Fences, gates and their foundations Drainage to structures above ground and within structures below ground Rock filled gabions X2 DRAINAGE TO STRUCTURES ABOVE GROUND AND WITHIN STRUCTURES BELOW GROUND (a) Amend First Division item 3 to read as follows: 3 Drainage to structures above ground and within structures below ground (b) Replace Coverage Rule C3 with the following: C3 Items for drainage to structures above ground and within structures below ground shall be deemed to include supports. (c) Replace Additional Description Rule A5 with the following: A5 Item descriptions for drainage to structures above ground and within structures below ground shall state the type, principal dimensions and materials of the components. X3 ADD NEW CATEGORY AS FOLLOWS: (a) First Division Second Division Third Division ---------------------------------------------------- 5 Corrosion Monitoring System nr (b) Coverage Rule C5 C5 Items for Corrosion Monitoring System shall be deemed to be fully inclusive of all works necessary at each location to comply with the requirements of the Specification and Drawings. [STAMP] Rev.0: 26 April 2002 A/60 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- X3 (Cont'd) (c) Additional Description Rule A7 A7 Item descriptions for Corrosion Monitoring System shall identify the relevant Specifications and Drawings. CLASS Y: SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS Y1 CLASS Y Replace Class Y with the following: CLASS Y UTILITIES Includes: Diversions of Utility Services Trial holes for Utilities Excludes: Temporary Utility Diversion (included in Class A) Traffic diversions and regulations (included in Class A) Trial pits (included in Class B) First Division Second Division Third Division --------------------------------------------------------- 1 Diversion of 1 Area Traffic existing Control services 2 Drainage 1 Storm drain 2 Foul sewer 3 Electric 1 11Kv 2 33 Kv 3 132 Kv 4 400 Kv 5 Overhead line 4 Gas 1 Low pressure 2 Medium pressure 3 Intermediate pressure 4 High pressure 5 Rediffusion 6 Communications 1 Signal cables 2 Tele- communications 7 Tramways 8 Water 1 Fresh 2 Salt [STAMP] Rev.0: 26 April 2002 A/61 Contract No. LCC-300 ANNEX 3 Part A Amendments to CESMM3 ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- Y1 (Cont'd) Measurement Rule M1 M1 The unit measurement for Utilities shall be the "sum". Coverage Rule C1 C1 Item for diversion of existing services shall be deemed to be fully inclusive of all work necessary to comply with the requirements of the Specification and Drawings. Additional Description Rules A1 and A2 A1 "Diversion" is defined in accordance with the Specification. A2 Item descriptions for diversion of existing services shall state the diversion reference in accordance with the Schedule of Utility Arrangements. Separate items shall be given for each diversion contained in the Schedule of Utility Arrangements. CLASS Z: SIMPLE BUILDING WORKS INCIDENTAL TO CIVIL ENGINEERING WORKS Delete Class Z. [STAMP] Rev.0: 26 April 2002 A/62 Contract No. LCC-300 ANNEX 3 Part B Amendments to ABWFMM ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 1. GENERAL PRINCIPLES 1.1 TITLE APPLICATION AND EXTENT Replace paragraphs 1.1 and 1.2 with the following: 1.1 The title of this document is Architectural Builder's Works and Finishes Standard Method of Measurement, which is abbreviated to ABWFMM. The ABWFMM is intended to be used in conjunction with the General Conditions, other Standard Methods of Measurement referred to in the Preamble to the Pricing Document and the AAMM and only in connection with architectural builder's works and finishes. 1.2 (a) The Classes in the ABWFMM are supplemental to those contained in the CESMM3 as amended by the AAMM. (b) Sections 1 to 8 of CESMM3 as amended by the AAMM shall apply to the preparation of Bills of Quantities in accordance with the ABWFMM (c) CESMM3 Classes A to Y as amended by the AAMM shall be used in preparing architectural builder's work and finishes Bills of Quantities insofar as the items included in those Classes are required in the Bills of Quantities. 2.1 CESMM3 CLASSES Replace paragraph 2 with the following: 2.1 References to Classes A to Y in the ABWFMM are references to CESMM3 Classes and where work is excluded from the ABWFMM and identified as being included in any Class in CESMM3 then it shall be measured in accordance with CESMM3 and the AAMM and included in the Bill of Quantities. [STAMP] Rev.0: 26 April 2002 B/1 Contract No. LCC-300 ANNEX 3 Part B Amendments to ABWFMM ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- CLASSES AA TO AF INCLUSIVE No amendments. CLASS AG: METAL CLADDING AG1 Replace Measurement Rule M2 with the following: M2 Item descriptions for panels shall group panels within the following categories: (i) not exceeding 0.5m2 (ii) 0.5 - 1.0m2 (iii) 1.0 - 1.5m2 (iv) 1.5 - 2.0m2 (v) 2.0 - 2.5m2 (vi) 2.5 - 3.0m2 (vii) exceeding 3.0m2 size to be fully described. CLASSES AH TO AT INCLUSIVE No amendments. [STAMP] Rev.0: 26 April 2002 B/2 Contract No. LCC-300 ANNEX 3 Part C Amendments to BSMM ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 3. MECHANICAL INSTALLATIONS 3.0 Replace item (xiv) of paragraph 3.1.1 as follows: (xiv) Special Systems (including Gas Supply System). 3.1 Add new paragraphs for "Distribution and Principal Inter- connections" 3.9.1 and 3.9.2 as follows: Distribution and Principal Inter-connections 3.9.1 Cable and conduit, cable trunking, trays and ladders connections from the Power Source/UPS unit to each data gathering equipment, master station and the like shall be given separately as an item stating the equipment reference and location. 3.9.2 Signal/Control circuits, including approved cable, conduit trunking and accessories etc. from central equipment to each data gathering equipment, master station and the like shall be given separately as an item stating the equipment reference and location. 3.2 Add new paragraphs for "Final Circuit Points" 3.10.1 and 3.10.2 as follows: Final Circuit Points 3.10.1 Circuits from each data gathering equipment, master station and the like to field points or sensors or equipment for controlling, monitoring or measurement functions, alarm provision etc. shall be enumerated, stating point of origin, function and locations or schedule reference where appropriate. The description, where appropriate, shall state that the items shall include all necessary sensors, instruments, devices, auxiliary fittings including clocks, telephones, alarm bells, loudspeakers and the like etc. and ANY appropriate connection thereto. 3.10.2 Cables, trays and ladders, conduits including flexible conduits and adapters, outlet boxes, junction boxes, universal boxes, including special boxes, adaptable boxes, floor-trap boxes, purpose made boxes, flameproof boxes, expansion joints, all fixings, bending, cutting, screwing and jointing, laying in trunking or fixing in trays and ladders, the provision of draw wire or cables, and all earth continuity requirements for final circuit points shall be deemed to be included in the item. Components and forming of holes for making connections of conduit into trunking shall be deemed to be included in the point item. Couplings to and forming holes for conduit entry to equipment shall be deemed to be included in the item of equipment. [STAMP] Rev.1: 28 June 2002 C/1 Contract No. LCC-300 Addendum No. 1 ANNEX 3 Part C Amendments to BSMM ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 4. PLUMBING INSTALLATION 4.1 Delete item for "Compressed air installation" in Section 4.1.1 (viii) and replace with "Control systems" 4.2 Add new paragraphs for "Distribution and Principal Inter- connections" 4.7.1 and 4.7.2 as follows: Distribution and Principal Inter-connections 4.7.1 Cable and conduit, cable trunking, trays and ladders connections from the Power Source/UPS unit to each data gathering equipment, master station and the like shall be given separately as an item stating the equipment reference and location. 4.7.2 Signal/Control circuits, including approved cable, conduit trunking and accessories etc. from central equipment to each data gathering equipment, master station and the like shall be given separately as an item stating the equipment reference and location. 4.3 Add new paragraphs for "Final Circuit Points" 4.8.1 and 4.8.2 as follows: Final Circuit Points 4.8.1 Circuits from each data gathering equipment, master station and the like to field points or sensors or equipment for controlling, monitoring or measurement functions, alarm provision etc. shall be enumerated, stating point of origin, function and locations or schedule reference where appropriate. The description, where appropriate, shall state that the items shall include all necessary sensors, instruments, devices, auxiliary fittings including clocks, telephones, alarm bells, loudspeakers and the like etc. and ANY appropriate connection thereto. [STAMP] Rev.0: 26 April 2002 C/2 Contract No. LCC-300 ANNEX 3 Part C Amendments to BSMM ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- SECTION 4. PLUMBING INSTALLATION (CONT'D) 4.8.2 Cables, trays and ladders, conduits including flexible conduits and adapters, outlet boxes, junction boxes, universal boxes, including special boxes, adaptable boxes, floor-trap boxes, purpose made boxes, flameproof boxes, expansion joints, all fixings, bending, cutting, screwing and jointing, laying in trunking or fixing in trays and ladders, the provision of draw wire or cables, and all earth continuity requirements for final circuit points shall be deemed to be included in the item. Components and forming of holes for making connections of conduit into trunking shall be deemed to be included in the point item. Couplings to and forming holes for conduit entry to equipment shall be deemed to be included in the item of equipment. SECTION 6. WORK CLASSIFICATION AND CODES 6.1 Delete item for "Compressed air installation" in Section 6.1.1 class BC, 1st Division, item 08 and replace with "Control systems" 6.2 Add new items in section 6.1.1 class BB, 2nd Division: 07 - Distribution 08 - Final circuits 6.3 Add new items in section 6.1.1 class BC, 2nd Division: 05 - Distribution 06 - Final circuits 6.4 Add new paragraph 6.1.2 as follows: 6.1.2 Where no code number exists for a particular item in the Work Classification code number list, the digit following the last code number used shall be used to refer to such item. [STAMP] Rev.1: 28 June 2002 C/3 Contract No. LCC-300 Addendum No. 1 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 1 GENERAL 1.1 The main headings, sub-headings and item descriptions in the Bill of Quantities identify the work covered by the respective items, but the descriptions of work are not necessarily complete in all respects. The exact nature and extent of the work to be carried out shall be ascertained by reference to the General Conditions, the Specification and the Drawings as the case may be, read in conjunction with the relevant method of measurement and the AAMM. 1.2 The rates and prices inserted in the Bill of Quantities shall be the full inclusive value of the work described under the several items, including all costs and expenses which may be required in and for the execution of the Works in accordance with the Contract together with all general risks liabilities and obligations set forth or implied in the documents on which the Tender is based, including all Temporary Works (apart from those specifically billed). 1.3 A rate or price is to be entered by the Tenderer against each item in the Bill of Quantities whether quantities are stated or not. Items against which no price is entered shall be deemed to be covered by the other rates or prices in the Bill of Quantities. 2 ACCESS TO SITE AND METHOD OF WORKING 2.1 Access to the Site as specified will be given free of charge to the Contractor. Rates and prices shall include the cost of completely equipping and maintaining the Site together with any temporary bridging, filling or excavation, and reinstatement (apart from that specifically itemised in the Pricing Schedule) which the Contractor may require for his method of construction within the Site which has been reviewed without objection by the Engineer, and for all measures to protect adjacent property. [STAMP] Rev.0: 26 April 2002 D/1 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 3 SPECIFIED REQUIREMENTS Certain items are given in the Pricing Schedule and classed as specified requirements to cover such works, other than the Permanent Works, as are expressly stated in the Contract to be carried out by the Contractor. Other specified requirements not so given in the Pricing Schedule shall be deemed to be covered elsewhere in the Pricing Schedule. 4 TEMPORARY WORKS 4.1 Where specific items of Temporary Works are included in the Pricing Schedule, the rates and prices shall induce all costs relating to the appropriate items. Unless method-related charges are inserted in the Pricing Schedule for Temporary Works then the rates and prices shall include all costs relating to all Temporary Works required by the Contractor's method of construction which has been reviewed without objection by the Engineer. 5 TEMPORARY DIVERSIONS 5.1 Rates and prices shall include the cost of any temporary alteration, subsequent maintenance and temporary and permanent reinstatement of roads, footpaths, railway sidings and services which the Contractor may require to execute the Works in accordance with his method of construction which the Engineer has issued a notice of no objection in response to a submission by the Contractor. 6 DAYWORKS 6.1 GENERAL 6.1.1 Work may only be carried out on a daywork basis upon the instruction of the Engineer under Clause 55 of the General Conditions. The daywork rates, as determined in accordance with paragraphs 6.2 - 6.4 below, shall apply to all work carried out pursuant to such an instruction and shall apply regardless of whether the work is executed using the Contractor's own resources or the resources of a subcontractor or other third party; or the actual quantity of work executed in respect of any item. [STAMP] Rev.0: 26 April 2002 D/2 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 6.2 DAYWORK: LABOUR 6.2.1 Normal Working Hours shall be the hours between 0800 to 1800 on all days excluding General Holidays. Daywork ordered by the Engineer to be executed outside the Normal Working Hours shall be measured as "labour working overtime". Labour working overtime shall be paid at the rates for Normal Working Hours plus a percentage to be inserted by the Tenderer. The measurement of labour shall be the aggregate time employed on the item of daywork to the nearest hour. Meal breaks and rest periods shall not be measured. Travelling time by labour from their normal place of employment on the Site to and from the location where daywork is to be carried out shall be measured. 6.2.2 Payment for labour employed on a daywork basis shall be made in accordance with the rates listed in the Daywork Labour Schedule (attached as Appendix 1 to this AAMM) adjusted by reference to the percentage set in the Cost Centre for Provisional Sums and Dayworks as completed by the Contractor. 6.2.3 The Percentage Adjustment for labour working Normal Working Hours shall cover all costs associated with the employment of labour including, but not limited to the following: a) hand tools, ladders, trestles and the like; b) protective clothing and safety equipment; c) supervision, where non-productive; d) use of the Contractor's existing services and Temporary Works; e) travelling time and transportation costs to and from and about the Site; f) general obligations, liabilities and risks involved in the execution of the Works as set out in or reasonably inferred from the Contract; g) overheads and profit; h) bonus and holiday payments; i) workman's compensation insurance and all other statutory requirements; j) thirteenth month payment and the like k) gratuities l) daily travelling allowance m) severance payment n) sick pay scheme o) in the case of expatriate labour, all travelling expenses to and from Hong Kong, housing allowance and disturbance allowances [STAMP] Rev.0: 26 April 2002 D/3 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 6.2.4 The Percentage Adjustment for labour working overtime shall cover all costs as mentioned in paragraph 6.2.3 and the increase of rates for labour working overtime. 6.2.5 The rate for any labour not identified in the Daywork Labour Schedule shall be fixed by the Engineer based upon what, in his opinion, is the nearest similar item appearing in the Daywork Labour Schedule or, where in the Engineer's opinion there is no similar item, at a rate analogous to rates contained in the Daywork Labour Schedule, failing which at a rate considered to be fair and reasonable by the Engineer. 6.3 DAYWORK: CONTRACTOR'S EQUIPMENT 6.3.1 Payment for Contractor's Equipment employed on a daywork basis shall be made in accordance with the rates contained in The Hong Kong Construction Association Ltd.'s publication "HKCA Schedules for Plant used in Dayworks carried out Incidental to Contract Work" (1996 Edition) ("the HKCA Schedules") adjusted by reference to the percentage set out in the Cost Centre for Provisional Sums and Dayworks. The notes and conditions contained in the said publication shall not apply. 6.3.2 The rates given in the HKCA Schedule shall apply during the Contract. 6.3.3 The rate for any item of Contractor's Equipment not identified in the HKCA Schedules shall be fixed by the Engineer based upon what, in his opinion, is the nearest similar item in the HKCA Schedules or, where in the Engineer's opinion there is no similar item, at a rate analogous to rates contained in the HKCA Schedules (in either case, subject to the Percentage Adjustment referred to above), failing which at a rate considered to be fair and reasonable by the Engineer. [STAMP] Rev.0: 26 April 2002 D/4 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 6.3.4 The rates (subject to the said Percentage Adjustment) for Contractor's Equipment used on a daywork basis shall be exclusive of drivers, operator, crew and attendants but shall cover all the costs associated with operating the Contractor's Equipment, including but not limited to the following: a) fuel, power, lubricants, spare parts and consumables; b) storage and distribution of the above items; c) use of existing services and Temporary Works; d) insurance of equipment; e) repairs, servicing and maintenance; f) supervision (where non productive); and g) general obligations, liabilities and risks involved in the execution of the Works as set out in or reasonably inferred from the Contract. 6.3.5 For the purposes of paragraph 6.3.4, "consumables" shall include items such as oxygen, acetylene, propane or other gases, welding rods and the like consumed in any way by the Contractor's Equipment. 6.3.6 The Contractor shall be entitled to payment for on-Site transportation of Contractor's Equipment used on a daywork basis to and from the daywork location subject to the written consent of the Engineer having been obtained before the transportation takes place. The cost of mobilizing to Site and demobilizing from Site any Contractor's Equipment shall be paid for subject to the prior written consent of the Engineer. 6.3.7 Standing time shall be measured for Contractor's Equipment where the nature of the daywork requires intermittent working, but shall not include standing time which occurs before the daywork commences or after the daywork is completed. Standing time in excess of eight consecutive hours will only be paid if the standing time has the prior consent of the Engineer. All standing time shall be paid for at one half of the relevant rate set out in the HKCA Schedules subject to the Percentage Adjustment set out in the Cost Centre for Provisional Sums and Dayworks. [STAMP] Rev.0: 26 April 2002 D/5 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 6.4 DAYWORK: MATERIALS 6.4.1 Payment for materials used on daywork shall be made on the basis of the actual invoiced price, net of all discounts, adjusted by reference to the percentage set out in the Cost Centre for Provisional Sums and Dayworks. The Percentage Adjustment shall cover all costs associated with the supply and delivery of such materials including but not limited to the following: a) supervision of receipt of materials; b) delivery to Site; c) off loading; d) storage; e) multiple handling; f) distribution of the materials on Site; g) general obligations, liabilities and risks involved in the execution of the Works as set out in or reasonably inferred from the Contract; h) overheads and profit; and i) avoidable wastage. 6.4.2 Prior to ordering materials required under a daywork instruction, the Contractor shall provide the Engineer with at least three competitive quotations for his consideration (unless the Engineer has indicated otherwise in writing). 7 GENERAL CLEARANCE 7.1 Rates and prices for General clearance shall be deemed to include removing, storing, maintaining and subsequently replacing all pedestrian handrails, central median rails, street signs and the like. [STAMP] Rev.0: 26 April 2002 D/6 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 8 DEFINITION OF ROCK 8.1 As required by CESMM3 Section 5 paragraph 5.5 "rock" is defined as follows: (1) For work other than ground investigation, diaphragm walls and boring cast in the place concrete piles: "rock" means all naturally occurring hard strata which, in the opinion of the Engineer, cannot be broken by hand without the aid of wedges, sledge hammers or pneumatic drills, and would normally be removed by: a) blasting; or b) chemical gas; or c) mechanical bursting; or d) hydraulic breaker. (2) For diaphragm walls: "rock" is defined in AAMM Part A Class C: Geotechnical and other specialist processes. (3) For ground investigation and bored cast in place concrete piles: "rock" means: a) naturally occurring material of weathering Grade III or stronger determined in accordance with Hong Kong Government Geoguide 3; or b) artificial material, both of which have a total core recovery of at least 85% and with an unconfined uniaxial compressive strength of 25MPa tested in accordance with International Society for Rock Mechanics - "Suggested Method for determining uniaxial compressive strength and deformability of rock materials (anon 1979)". 9 EARTHWORKS 9.1 For the purpose of measurement all excavated material to be measured in accordance with CESMM3 Classes E and T shall be deemed to be suitable for use as filling material in accordance with the Specification unless approved as otherwise by the Engineer. [STAMP] Rev.0: 26 April 2002 D/7 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 10 STEEL REINFORCEMENT 10.1 Rates and prices for steel reinforcement shall be deemed to include the preparation of any additional schedules and any additional quantity of reinforcement required to suit the Contractor's method of construction which has been reviewed without objection by the Engineer. 11 UTILITIES 11.1 Rates and prices for Utilities shall be deemed to include all work detailed in the Specification and Drawings associated with the diversion of utility services and the following: (a) co-ordination with the utility companies; (b) unloading, handling and storing on the Site, materials supplied by the utility companies; (c) handling of materials in (b) above from the storage area to the place where they are to be incorporated in the Works; (d) preparation of base onto which the services are to be laid; (e) slewing of existing cables; (f) supply and laying of all ducts, split ducts and cable tiles; (g) materials and labour for the construction and all manholes, joint boxes, valve pits, thrust blocks, surrounds and the like; (h) supply and fixing of all ironmongery required for completion of items described in (g) above. This shall include such items as covers, frames, step irons, support brackets, gratings, holding down bolts, safety chains and the like; (i) supply of all materials, plant and labour for the protection maintenance, diversion, testing etc. of all storm water drains and sewers; (j) supply and erection of all temporary or permanent materials for the temporary or permanent support of all utility services. [STAMP] Rev.0: 26 April 2002 D/8 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 11.2 The Contractor shall also allow for: (a) Exposing and breaking out all abandoned utility company equipment and structures. (b) Disposal of abandoned or redundant services including delivery of metallic services to a store designated by the Engineer. (c) The protection, lowering, diversion, exposing, breaking out and disposal or otherwise of any utility company service if so required by the Contractor's proposed use of the Site. 11.3 The following materials and operations shall be supplied and carried out by the utility companies: (a) telegraphic and telemetric cables and jointing materials; (b) all electric power cables and jointing materials, and; (c) all pipes and fittings except those required for storm water or sewerage drainage works; (d) threading cables through ducts or laying cables in a prepared trench; (e) making joints in cables; (f) testing cable and joints; (g) final aligning, jointing and testing of all pipes and fittings except those associated with storm water drains or sewerage drainage works. 11.4 Utility companies' costs arising from the diversion of existing services specified in the Schedule of Utility Arrangements or shown on the Drawings shall be borne by the Employer. Any additional utility company costs incurred due to diversions necessitated by the Contractor's method of construction which has been reviewed without objection by the Engineer shall be reimbursed to the Employer by the Contractor. [STAMP] Rev.0: 26 April 2002 D/9 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 12 ELECTRICITY 12.1 Subject to the following, the Contractor shall be deemed to have allowed in his rates and prices for all electricity consumed for and in connection with the Works. 12.2 The Contractor shall forward to the Engineer all requests for payment from the utility company for electricity power supplies consumed for construction works for which the Employer is responsible in accordance with Specification and the costs will be met by the Employer. 13 CONTRACTOR'S OTHER CHARGES 13.1 Contractor's Other Charges mean the sum for an item inserted in the Pricing Document by the Contractor in accordance with paragraph 13.2 below. 13.2 Contractor's Other Charges inserted in the Pricing Document shall cover items which are necessary for the execution of the Works, as required by the Contract, which have been omitted from or have not been separately itemised in the Cost Centres and/or Schedule of Rates nor listed against the headings 'Coverage Rules' in the Methods of Measurement nor included in the AAMM and for which a separate charge is required. 13.3 Each item for a Contractor's Other Charge inserted in the Schedule of Rates and/or any Cost Centre shall be fully described so as to define precisely the extent of the work or obligation or service or any other thing to which the Other Charge item relates. 13.4 The value of the Contractor's Other Charge shall be neither increased nor decreased by reason only of any change in method made by the Contractor, unless such change has been ordered by the Engineer, in which case the provisions of Clause 54 of the General Conditions shall apply. 13.5 Contractor's Other Charges shall not be subject to admeasurement. [STAMP] Rev.0: 26 April 2002 D/10 Contract No. LCC-300 ANNEX 3 Part D General Additions & Amendments ITEM REFERENCE ITEM DESCRIPTION -------------------------------------------------------------------------------- 14 PREMIUM FOR EMPLOYEES' COMPENSATION INSURANCE AND STATUTORY EMPLOYEES' COMPENSATION INSURANCE LEVY 14.1 The sum to be inserted in the Schedule of Provisional Sums in respect of the Employees' Compensation Insurance (ECI) premium and Statutory Employees' Compensation Insurance Levy (ECIL) shall be the sum of the following items: a) the ECI premium shall be equal to 5.5% of the Tender Total before inclusion of the Provisional Sum for ECI premium and ECIL calculated under this paragraph 14.1; and b) the ECIL shall be equal to 9.3% of the premium in paragraph 14.1a) above. 14.2 Notwithstanding the formula provided in paragraphs 14.1 a) and 14.1 b) abovementioned, the actual ECI premium and ECIL after Contract award shall be invoiced by the Employer's appointed broker, Aon Risk Services Hong Kong Limited, and to be reimbursed by the Corporation pursuant to Schedule 11 Part B to be calculated as follows:- a) The ECI premium shall be equal to the applicable rate against the Tender Total referred in the Letter of Acceptance; and b) The ECIL shall be prevailing rate as determined by the Government of the Hong Kong Special Administrative Region, currently at 9.3%, calculated against the premium in paragraph 14.2 a) above. 14.3 The Provisional Sum in respect of the ECI Premium, and ECIL shall be rounded up to the nearest dollar. [STAMP] Rev.2: 28 October 2002 D/11 Contract No. LCC-300 ANNEX 3 Part D Appendix 1 Daywork Labour Schedule ITEM DESCRIPTION UNIT RATE HK$ -------------------------------------------------------------------------------- DAYWORK LABOUR SCHEDULE Labour working during Normal Working Hours Labourer - unskilled labourer, excavator and labourer to any trade h *** Concretor h *** Bricklayer h *** Drainlayer h *** Blacksmith h *** Carpenter and joiner h *** Structural Steel erector h *** Rubble mason h *** Splitting mason h *** Ashlar mason h *** Plumber h *** Terrazzo and granolithic worker h *** Glazier h *** Painter h *** Heavy load coolie h *** Pneumatic driller h *** Plant operator h *** Truck driver h *** Fitter h *** Electrician (wireman) h *** Plasterer h *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0: 26 April 2002 APP/1/1 Contract No. LCC-300 ANNEX 3 Part D Appendix 1 Daywork Labour Schedule ITEM DESCRIPTION UNIT RATE HK$ -------------------------------------------------------------------------------- DAYWORK LABOUR SCHEDULE Labour working during Normal Working Hours Bamboo worker and scaffolder h *** Steel bender h *** Diver h *** Diver's linesman h *** *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] Rev.0: 26 April 2002 APP/1/2 Contract No. LCC-300