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KENYARAILWAYS

THE PROPOSED CONSTRUCTION OF FACILITIES UNDER RELOCATION OF PUBLIC INSTITUTIONS AFFECTED BY MOMBASA-NAIROBI SGR; VOI GIRLS RESCUE CENTRE

TENDER NO KRC/PLM/020/2017-2018

CLOSING DATE: THURSDAY - FEBRUARY 15, 2018 AT 10:00HRS The Managing Director Kenya Railways P.O Box 30121-00100 Nairobi.

FEBRUARY, 2018

TABLE OF CONTENTS

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SECTION 1-INVITATION TO TENDERS (IFT) ................................................................. 5 SECTION II: INSTRUCTIONS TO TENDERERS (ITT) ..................................................... 7 SECTION III: TENDER DATA SHEET ............................................................................ 46 SECTION IV: GENERAL CONDITIONS OF CONTRACT (GCC) ................................... 51 SECTION V: CONTRACT DATA SHEET (CDS) ............................................................. 84 SECTION VI: SCHEDULEOFREQUIREMENTS ............................................................ 89 SECTION VII: DRAWINGS .............................................................................................. 94 SECTION VIII: BILLS OF QUANTITY ........................................................................... 95 SECTION IX: STANDARED FORMS ............................................................................. 408

A. .................................................................................................................. Form Of Tender ........................................................................................... 410

B. .................................................................................................................. Qualification Information.............................................................................. 411

C. .................................................................................................................. Confidential BusinessQuestionnaire.............................................................. 413

D. .................................................................................................................. Integrity Declaration.................................................................................... 417

E. .................................................................................................................. Anti-Corruption Declaration Comitment/ Pledge........................................... 419

F. .................................................................................................................. Letter OfAcceptance..................................................................................... 420

G. .................................................................................................................. FormOf Agreement ...................................................................................... 421

H. .................................................................................................................. Form 7-Litigation History ............................................................................ 423

I. ................................................................................................................... Notification Of Intention To Enter Into Contract ........................................... 424

SECTION X: FORMS OF SECURITY ............................................................................. 425

A. .................................................................................................................. FormOfTender Security ............................................................................... 426

B. .................................................................................................................. PerformanceGuarantee ................................................................................. 427

C. .................................................................................................................. Bank Guarantee For AdvancePayment .......................................................... 428

SECTION XI: APPLICATION TO PUBLIC PROCUREMENTADMINISTRATIVE REVIEW BOARD ............................................................................................................ 431

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BBREVIATIONS AND ACRONYMS CDS Contract Data Sheet

GCC General Conditions of Contract

IFT Invitation for Tender

ITT Instruction to Tenderers

PE Procuring Entity

PM Project Manager

PPADA 2015 Public Procurement and `Assets Disposal Act, 2015

PPDR 2006 Public Procurement and Disposal Regulations, 2006

PPRA Public Procurement Regulatory Authority

STD Standard Tender Documents

SOR Statement of Requirements

SP Service Provider

TDS Tender Data Sheet

VAT Value Added Tax

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SECTION 1-INVITATION TO TENDERS (IFT) Name of tender: THEPROPOSED RELOCATION OF VOI GIRLS RESCUE CENTRE Tender Reference: KRC/PLM/020/2017/2018 KenyaRailways Corporationwishes to invitebidsfrom eligibleBuildingConstruction Companies registered byNationalConstruction Authorityin Class NCA 1-4 forthe Proposed Relocation ofVoi Girls Rescue Centre. SCOPE OF WORKS The works consists of;

8No.Classrooms,4No.laboratoryblock,administrationblock,Dormitoryblock,dining hall/ kitchen, staffhouse,fenceandgate, sportsfields, electrical andwaterinstallations, landscapingandtrees;whichincludes butis notlimitedtoallbuilders,external works, engineeringserviceworksandassociatedcivilworks.

Other Contractors, utilities etc., to be engaged bythe Main Contractor on theSite Include thosefor the execution of;

1. Electrical InstallationWorks 2. Mechanical Installation Works 3. StructuredCabling Installation works 4. Waterinstallationworks

Details to the scope of works are contained in the bid document. QUALIFICATION FOR BIDDING

TenderersarerequiredtosubmitcopiesofthefollowingMANDATORYDOCUMENTS whichwillbeusedduringPreliminaryExaminationtodetermineresponsiveness:

1. CertifiedCopy ofCertificateofRegistration/Incorporation 2. Validi-TaxCompliance Certificate fromKRA 3. A bidbondofKshs. 4,000,000.00 from a Commercial Bank Registered in Kenya, valid for 150 days from date of opening of the tender 4. Certified AuditedAccountsfor thelast three consecutive years(2014,2015 &2016). 5. Thetender mustbe authorized through signingby anauthorizedpersonnel

officially stamped. (Provide a written Power of Attorney) 6. Thetenderermustcomplete and sign the confidential BusinessQuestionnaire indicating the names and ownership of all the Directors as appropriate

7. Bidders Must Provide Copy of National ConstructionAuthorityunder class NCA 1-4 onlyas a Building Works Contractor, accompanied by Current Practicing License. 8. Bidder must provide Lit igat ion history, in format provided in

the tender document. (Form must be fi lled, Signed and returned with the tender submission)

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9. Bidder must fill the Integrity Declaration Forms provided in the

Tender Document 10. Bidders Must have their tender documents paginated (Serialized)

to ensure compliance with section 74(1) (i) of Public procurement and Assets Disposal Act, 2015(in the format 1, 2, 3, 4……………….up to the last page).

11. Total number of pages to be indicated on the cover page.

ItemDescription

TENDER NO.

TenderClosing Date

Bid Bond(Kshs)

TheProposedrelocation of Voi Girls Rescue Centre.

KRC/PLM/020/2017-2018

Thursday – February 15, 2018 at 10:00HRS

KSHS 4,000,000.00

Tender documents maybeobtained from theProcurement office,KenyaRailways Corporation, Administration Block, on normal workingdaysfrom 9.00amto 4.00 pm upon payment of anon-refundable feeofKShs. 1,000(KenyaShillings OneThousand only) in cash orBankers Cheque payable to theKenya Railwaysorwebsite www.krc.co.keand www.supplier.treasury.go.ke. Tenderers who havepaid arerequired to obtain an official receipt from the cash office at KenyaRailways Corporationand thereafter collect thetender document from the Procurement Office, Administration Block.Soft copiesand downloaded copies ofthe tender document shallbefreeof charge.Upon such download,the bidder must register with KenyaRailways.

Completed Tender documents in one original plus 3copies, properly filled in, and enclosed in plain sealed envelopes clearly marked with the ‘Tender No’ and the “Description of the Tender” both as indicated in the caption above, shall be addressed to: THEMANAGINGDIRECTOR, Kenya Railways, P.O.BOX 30121, NAIROBI,KENYA

And be deposited in the Tender Box in the office of The Procurement & Logistics Manager, Kenya Railways Headquarters, Block C, 1st Floor, Thursday 15,February 2018 at 10.00hrs. Late tenders will not be accepted. The tenders will be opened thereafter in the presence of the applicant’s representatives who choose to attend at the Kenya Railways Headquarters, Block C, 1st Floor Sattima Conference Room. Tenderswillbeopenedimmediatelythereafterinthepresenceofthetenderersortheir representatives who chooseto attend in the Boardroom.

Enquiries about this tender may be addressed to the Managing Director at the address given above and emailed to procure@krc.co.ke

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L. Njoroge Procurement Manager FOR: MANAGING DIRECTOR

SECTION II: INSTRUCTIONS TO TENDERERS (ITT) Table of Clauses BBREVIATIONS AND ACRONYMS ................................................................................. 3 SECTION 1-INVITATION TO TENDERS (IFT) ................................................................. 5 SECTION II: INSTRUCTIONS TO TENDERERS (ITT) ..................................................... 9 A.Introduction ..................................................................................................................... 9 1. Scope of Tender ............................................................................................................. 9

2. Source of Funds ............................................................................................................. 9

3. Eligible Tenderers ........................................................................................................ 10

4. One Tender per Tenderer ............................................................................................. 12

5. Alternative Tenders by Tenderers ................................................................................. 12

6. Cost of Tendering ........................................................................................................ 13

7. Site Visit and Pre-Tender Meeting ............................................................................... 13

B. Tendering Documents................................................................................................... 14 8. Content of Tendering Documents ................................................................................. 14

9. Clarification of Tendering Documents.......................................................................... 15

10. Amendments of the Tendering Documents ............................................................... 16

C. Preparation of Tenders ................................................................................................ 16 11. Language of Tender .................................................................................................. 17

12. Documents Constituting the Tender .......................................................................... 17

13. Documents Establishing Eligibility and Qualifications of the Tenderer ..................... 18

14. Lots Package ............................................................................................................ 20

15. Form of Tender ........................................................................................................ 20

16. Tender Prices ............................................................................................................ 20

17. Tender Currencies .................................................................................................... 21

18. Tender Validity Period ............................................................................................. 21

19. Tender Security and Tender Securing Declaration .................................................... 22

20. Format and Signing of Tender .................................................................................. 24

D. Submission of Tenders ................................................................................................. 25 21. Sealing and Marking of Tenders ............................................................................... 25

22. Deadline for Submission of Tenders ......................................................................... 26

23. Late Tenders ............................................................................................................. 26

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24. Modification, Substitution and Withdrawal of Tenders ............................................. 26

E.Opening and Evaluation of Tenders ............................................................................. 27 25. Opening of Tenders .................................................................................................. 27

26. Confidentiality.......................................................................................................... 29

27. Clarification of Tenders ............................................................................................ 29

28. Preliminary Examination of Tenders......................................................................... 30

29. Correction of Errors .................................................................................................. 32

30. Conversion to Single Currency ................................................................................. 33

31. Comparison of Tenders............................................................................................. 33

32. National Preference .................................................................................................. 34

33. Determination of the Lowest Evaluated Tender ........................................................ 34

34. Post-qualification of Tenderer................................................................................... 34

F. Award of Contract ........................................................................................................ 35 35. Criteria of Award...................................................................................................... 36

36. Clarifications ............................................................................................................ 36

37. Procuring Entity’s Right to Accept any Tender and to Reject any or all Tenders ....... 37

38. Procuring Entities Right to Vary Quantities at the Time of Award ............................ 38

39. Notification of Award ............................................................................................... 38

40. Signing of Contract................................................................................................... 39

41. Performance Security ............................................................................................... 39

42. Advance Payment ..................................................................................................... 40

43. Adjudicator .............................................................................................................. 41

G.Review of Procurement Decisions................................................................................. 41 44. Right to Review ........................................................................................................ 42

45. Time Limit on Review .............................................................................................. 42

46. Submission of Applications for Review by the Public Procurement Administrative Review Board ..................................................................................................................... 42 47. Decision by the Public Procurement Administrative Review Board .......................... 44

48. Appeal on the decision of the Review Board ............................................................. 44

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SECTION II: INSTRUCTIONS TO TENDERERS (ITT)

A. Introduction

1. Scope of Tender

1.1 The Procuring Entity indicated in the Tender Data Sheet (TDS) invites Tenders for the construction of works as specified in the Tender Data Sheet and Sections VI (Technical Specifications) and VII (Drawings).

1.2 The successful Tenderer will be expected to complete the works by the required completion date specified in the Tender Data Sheet.

1.3 The objectives of the works are listed in the Tender Data Sheet. These are mandatory requirements. Any subsequent detail is offered to support these objectives and must not be used to dilute their importance.

2. Source of Funds

2.1 The Government of Kenya has set aside funds for the use of the Procuring Entity named in the Tender Data Sheet during the Financial Year indicated in the Tender Data Sheet. It is intended that part of the proceeds of the funds will be applied to cover eligible payments under the contract for the works as described in the Tender Data Sheet. Or The Government of Kenya through Procuring Entity named in the Tender Data Sheet has applied for/received/ intends to apply for a [loan/credit/grant] from the financing institution named in the Tender Data Sheet towards the cost of the Project named in the Tender Data Sheet. The Government of Kenya intends to apply a part of the proceeds of this [loan/credit/grant] to payments under the Contract described in the Tender Data Sheet.

2.2 Payments will be made directly by the Procuring Entity (or by financing institution specified in the Tender

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Data Sheet upon request of the Procuring Entity to so pay) and will be subject in all respects to the terms and conditions of the resulting contract placed by the Procuring Entity.

3. Eligible Tenderers

3.1 A Tenderer may be a natural person, private or public company, government-owned institution, subject to sub-Clause 3.4 or any combination of them with a formal intent to enter into an agreement or under an existing agreement in the form of a joint venture, consortium, or association. In the case of a joint venture, consortium, or association, unless otherwise specified in the Tender Data Sheet, all parties shall be jointly and severally liable.

3.2 The Invitation for Tenders is open to all suppliers as defined in the Public Procurement and Assets Disposal Act, 2015 and the Public Procurement and Disposal Regulations, 2006 except as provided hereinafter.

3.3 National Tenderers shall satisfy all relevant licensing and/or registration with the appropriate statutory bodies in Kenya.

3.4 A Tenderer shall not have a conflict of interest. All Tenderers found to have a conflict of interest shall be disqualified. A Tenderer may be considered to have a conflict of interest with one or more parties in this Tendering process, if they:

a. Are associated or have been associated in the past directly or indirectly with employees or agents of the Procuring Entity or a member of a board or committee of the Procuring Entity;

b. Are associated or have been associated in the

past, directly or indirectly with a firm or any of its affiliates which have been engaged by the Procuring Entity to provide consulting services for the preparation of the design, specifications and other documents to be used for the procurement of the works under this Invitation

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for Tenders;

c. Have controlling shareholders in common; or

d. Receive or have received any direct or indirect

subsidy from any of them; or

e. Have the same legal representative for purposes

of this Tender; or

f. Have a relationship with each other, directly or

through common third parties, that puts them in a position to have access to information about or influence on the Tender of another Tenderer, or influence the decisions of the Procuring Entity regarding this Tendering process; or

g. Submit more than one Tender in this Tendering

process, However, this does not limit the participation of subcontractors in more than one Tender, or as Tenderer and subcontractor simultaneously.

3.5 A Tenderer will be considered to have a conflict of

interest if they participated as a consultant in the preparation of the design or technical specification of the project and related services that are the subject of the Tender.

3.6 Tenderers shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by the Government of Kenya in accordance with GCC sub-Clause 3.2.

3.7 Government owned enterprises in Kenya may participate only if they are legally and financially autonomous, if they operate under commercial law, are registered by the relevant registration board or authorities and if they are not a dependent agency of the Government.

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3.7 Tenderers shall provide such evidence of their

continued eligibility satisfactory to the Procuring Entity, as the Procuring Entity shall reasonably request.

4. One Tender per Tenderer

4.1 A firm shall submit only one Tender, in the same Tenderingprocess, either individually as a Tenderer or as a partner in a joint venture pursuant to ITT Clause 5.

4.2 No firm can be a subcontractor while submitting a Tender individually or as a partner of a joint venture in the same Tendering process.

4.3 A firm, if acting in thecapacity of subcontractor in any Tender, may participate in more than one Tender but only in that capacity.

4.4 A Tenderer who submits or participates in more than one Tender (other than as a subcontractor or incases of alternatives that have been permitted or requested) will cause all the Tenders in which the Tenderer has participated to be disqualified.

5. Alternative Tenders by Tenderers

5.1 Tenderers shall submit offers that comply with the requirements of the Tendering documents, including the basic Tenderer’s technical design as indicated in the specifications and Drawings and Bill of Quantities. Alternatives will not be considered, unless specifically allowed for in the Tender Data Sheet. If so allowed, sub-Clause 5.2 and 5.3 shall govern.

5.2 When alternative times for completion are explicitly invited, a statement to that effect will be included in the Tender Data Sheet as will the method of evaluating different times for completion.

5.3 If so allowed in the Tender Data Sheet, Tenderers wishing to offer technical alternatives to the requirements of the Tendering documents must also submit a Tender that complies with the requirements of the Tendering documents, including the basic technical design as indicated in the specifications. In addition to submitting the basic Tender, the Tenderer shall provide all information necessary for a complete evaluation of the alternative by the Procuring Entity, including technical specifications, breakdown of prices, and other

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relevant details. Only the technical alternatives, if any, of the lowest evaluated Tenderer conforming to the basic technical requirements shall be considered by the Procuring Entity.

6. Cost of Tendering

6.1 The Tenderer shall bear all costs associated with the preparation and submission of its Tender, and the Procuring Entity shall in no case be responsible or liable for those costs, regardless of the conduct or outcome of the Tendering process.

7. Site Visit and Pre-Tender Meeting

7.1 The Tenderer, at the Tenderer’s own responsibility and risk, is advised to visit and examine the Site of Works and its surroundings and obtain all information that may be necessary for preparing the Tender and entering into a contract for construction of the Works. The costs of visiting the Site shall be at the Tenderer’s own expense.

7.2 The Procuring Entity may conduct a site visit and a pre-Tender meeting. The purpose of the pre-Tender meeting will be to clarify issues and to answer questions on any matter that may be raised at that stage.

7.3 The Tenderer’s designated representative is invited to attend a site visit and pre-Tender meeting which, if convened, will take place at the venue and time stipulated in the Tender Data Sheet.

7.4 The Tenderer is requested as far as possible, to submit any questions in writing or by electronic means to reach the procuring Entity before the pre-Tender meeting. It may not be practicable at the meeting to answer all questions, but questions and responses will be transmitted in accordance with sub-Clause 7.5.

7.5 Minutes of the pre-Tender meeting, including the text of the questions raised and the responses given together with any responses prepared after the pre-Tender meeting will be transmitted within the time stated in the Tender Data Sheet to all purchasers of the Tendering documents. Any modification of the Tendering documents listed in sub-Clause 8.1 that may become necessary as a result of the pre-Tender meeting shall be made by the Procuring Entity exclusively through the issue of an Addendum pursuant to ITT sub Clause 10.2

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and not through the minutes of the pre-Tender meeting.

7.6 Non attendance during the site visit or pre-Tender meeting will not be a cause for disqualification of a Tenderer unless specified to the contrary in the Tender Data Sheet.

B. Tendering Documents

8. Content of Tendering Documents

8.1 The works required, Tendering procedures, and contract terms are prescribed in the Tendering Documents. In addition to the Section I Invitation for Tenders, Tendering documents which should be read in conjunction with any addenda issued in accordance with ITT sub Clause 10.2 include:

Section II Instructions to Tenderers Section III Tender Data Sheet Section IV General Conditions of Contract Section V Contract Data Sheet Section VI Specifications Section VII Drawings Section VIII Bill of Quantities Section IX Forms of Tender

a. Form of Tender

b. Appendix to Tender

c. Confidential Business Questionnaire

d. Integrity Declaration

e. Letter of Acceptance

f. Form of Contract Agreement

Section X Forms of Security a. Tender Security Form

b. Tender Securing Declaration

c. Performance Bank or Insurance Guarantee

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d. Advance Payment Guarantee

Section XI Form RB 1 Application to Public Procurement Administrative Review Board

8.2 The number of copies to be completed and

returned with the Tender is specified in the Tender Data Sheet.

8.3 The Invitation for Tenders (Section I) issued by the Procuring Entity is not part of the Tendering Documents and is included for reference purposes only. In case of discrepancies between the Invitation for Tenders and the Tendering Documents listed in sub-Clause 8.1 above, the said Tendering Documents will take precedence.

8.4 The Procuring Entity is not responsible for the completeness of the Tendering Documents and their addenda, if they were not obtained directly from the authorized staff of the Procuring Entity.

8.5 The Tenderer is expected to examine all instructions, forms, terms and specifications in the Tendering documents. Failure to furnish all information required by the Tendering Documents or to submit a Tender substantially responsive to the Tendering documents in every respect will be at the Tenderer’s risk and may result in the rejection of its Tender.

9. Clarification of Tendering Documents

9.1 A prospective Tenderer requiring any clarification of the Tendering documents may notify the Procuring Entity in writing, e-mail or facsimile at the Procuring Entity's address indicated in the Tender Data Sheet.

9.2 The Procuring Entity will within the period stated in the Tender Data Sheet respond in writing to any request for clarification provided that such request is received no later than the period indicated in the Tender Data Sheet prior to the deadline for the submission of Tenders prescribed in sub-Clause 22.1.

9.3 Copies of the procuring entity's response will be

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forwarded to all Purchasers of the Tendering documents, including a description of the inquiry, but without identifying its source.

9.4 Should the Procuring Entity deem it necessary to amend the Tendering documents as a result of a clarification, it shall do so following the procedure under ITT Clause 10.

10. Amendments of the Tendering Documents

10.1 Before the deadline for submission of Tenders, the Procuring Entity may, for any reason, whether at its own initiative or in response to a clarification requested by a prospective Tenderer, modify the Tendering documents by issuing addenda.

10.2 Any addendum issued shall be part of the Tender documents pursuant to sub-Clause 8.1 and shall be communicated in writing, by e-mail or facsimile to all who have obtained the Tendering documents directly from the Procuring Entity.

10.3 In order to allow prospective Tenderers reasonable time in which to take an addendum into account in preparing their Tenders, the Procuring Entity at its discretion shall extend, as necessary, the deadline for submission of Tenders, in accordance with sub-Clause 22.2

C. Preparation of Tenders

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11. Language of Tender

11.1 The Tender, and all correspondence and documents related to the Tender exchanged by the Tenderer and the Procuring Entity shall be written in the Tender language stipulated in the Tender Data Sheet. Supporting documents and printed literature furnished by the Tenderer may be in another language provided they are accompanied by an accurate translation of the relevant passages in the above stated language, in which case, for purposes of interpretation of the Tender, the translation shall prevail.

12. Documents Constituting the Tender

12.1 The Tender submitted by the Tenderer shall consist of the following components:

a. The Form of Tender (in the format indicated in Section IX) completed in accordance with ITT Clause 15, 16 and 17;

b. Information requested by Instructions to

Tenderers ITT sub-Clause 13.2; 13.3 and 13.4;

c. Tender Security or Tender Securing

Declaration in accordance with Instructions to Tenderers ITT Clause 19;

d. Priced Bill of Quantities;

e. Qualification Information Form and

Documents;

f. Alternative offers where invited in

accordance with Instructions to Tenderers ITT Clause 5;

g. Written confirmation authorizing the

signatory of the Tender to commit the Tenderer in accordance with Instructions to

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Tenderers ITT sub Clause 19.2; and

h. And any information or other materials

required to be completed and submitted by Tenderers, as specified in the Tender Data Sheet.

13. Documents Establishing Eligibility and Qualifications of the Tenderer

13.1 Pursuant to ITT Clause 13, the Tenderer shall furnish, as part of its Tender, documents establishing the Tenderer’s eligibility to Tender and its qualifications to perform the contract if its Tender is accepted.

13.2 In the event that pre-qualification of potential Tenderers has been undertaken, only Tenders from pre-qualified Tenderers will be considered for award of contract. These qualified Tenderers should submit their Tenders with any information updating the original pre-qualification applications or, alternatively, confirm in their Tenders that the originally submitted pre-qualification information remains essentially correct as of the date of Tender submission. The update or confirmation should be provided in Section IX.

13.3 If the Procuring Entity has not undertaken pre-qualification of potential Tenderers, to qualify for award of the contract, Tenderers shall meet the minimum qualifying criteria specified in the Tender Data Sheet:

13.4 Tenders submitted by a joint venture of two or more firms as partners shall comply with the following requirements, unless otherwise stated in the Tender Data Sheet:

a. The Tender shall include all the information listed in the Tender Data Sheet pursuant to sub-Clause 13.3 above for each joint venture partner;

b. The Tender shall be signed so as to be

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legally binding on all partners;

c. One of the partners will be nominated as

being in charge, and this authorization shall be evidenced by submitting a power of attorney signed by legally authorized signatories of all the partners;

d. The partner in charge shall be authorized to

incur liabilities and receive instructions for and on behalf of any and all partners of a joint venture and the entire execution of the Contract, including payment, shall be done exclusively with the partner in charge;

e. All partners of the joint venture shall be

liable jointly and severally for the execution of the contract in accordance with the contract terms and a statement to this effect shall be included in the authorization mentioned under (c) above as well as in the Tender and in the Agreement (in case of a successful Tender); and

f. A copy of the joint venture agreement

entered into by all partner shall be submitted with the Tender. Alternatively, a Letter of Intent to execute a joint venture agreement in the event of a successful Tender shall be signed by all partners and submitted with the Tender, together with a copy of the proposed Agreement.

g. The Tender Security and Tender Securing

Declaration as stated in accordance with ITT Clause 19, and in case of a successful Tender, the Agreement, shall be signed so

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as to be legally binding on all partners.

14. Lots Package

14.1 When Tendering for more than one contract under the lots arrangements, the Tenderer must provide evidence that it meets or exceeds the sum of all the individual requirements for the lots being tendered in regard to:

a. Average annual turnover;

b. Particular experience including key production rates;

c. Financial means, etc;

d. Personnel capabilities; and

e. Equipment capabilities.

14.2 In case the Tenderer fail to fully meet any of these

criteria, it may be qualified only for those lots for which the Tenderer meets the above requirement.

15. Form of Tender

15.1 The Tenderer shall fill the Form of Tender furnished in the Tendering Documents. The Form of Tender must be completed without any alterations to its format and no substitute shall be accepted.

16. Tender Prices

16.1 The Contract shall be for the whole Works, as described in sub-Clause 1.1, based on the priced Bill of Quantities submitted by the Tenderer.

16.2 The Tenderer shall fill in rates and prices for all items of the Works described in the Bill of Quantities. Items for which no rate or price is entered by the Tenderer will not be paid for by the Procuring Entity when executed and shall be deemed covered by the other rates and prices in the Bill of quantities.

16.3 All duties, taxes and other levies payable by the Contractor under the Contract, or for any other

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cause, as of the date 15 days prior to the deadline for submission of Tenders, shall be included in the rates, prices and total Tender price submitted by the Tenderer.

16.4 The rates and prices quoted by the Tenderer shall be subject to adjustment during the performance of the Contract if provided for in the Tender Data Sheet and the provisions of the Conditions of Contract. The Tenderer shall submit with the Tender all the information required under the Contract Data Sheet.

17. Tender Currencies

17.1 The unit rates and prices shall be quoted by the Tenderer in the currency as specified in the Tender Data Sheet.

17.2 Tenderers shall indicate details of their expected foreign currency requirements in the Tender, if any. The rates of exchange to be used by the Tenderers in arriving at the local currency equivalent shall be the selling rates for similar transactions established by the authority specified in the Tender Data Sheet prevailing on the date 28 days prior to the latest deadline for submission of Tenders. These exchange rates shall apply for all payments so that no exchange risk will be borne by the Tenderer. In any case, payments will be computed using the rates quoted in the Tender.

17.3 Tenderers may be required by the Procuring Entity to clarify their foreign currency requirements and to substantiate that the amounts included in the rates and prices and in the Contract Data Sheet are reasonable and responsive to sub-Clause 17.1.

18. Tender Validity Period

18.1 Tenders shall remain valid for the period specified in the Tender Data Sheet after the Tender submission deadline prescribed by the Procuring Entity, pursuant to ITT Clause 22. A Tender valid for a shorter period shall be rejected by the Procuring Entity as non responsive.

18.2 In exceptional circumstances, prior to expiry of the original Tender validity period, the Procuring Entity may request that the Tenderers extend the

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period of validity for a specified additional period. The request and the Tenderers' responses shall be made in writing or by cable. A Tenderer may refuse the request without forfeiting its Tender Security or causing to be executed its Tender Securing declaration. A Tenderer agreeing to the request will not be required or permitted to otherwise modify the Tender, but will be required to extend the validity of its Tender Security or Tender Securing declaration for the period of the extension, and in compliance with ITT Clause 19 in all respects.

18.3 In the case of fixed price contracts, if the award is delayed by a period exceeding sixty (60) days beyond the expiry of the initial Tender validity period, the contract price will be increased by a factor specified in the request for extension. The Tender evaluation shall be based on the Tender price without taking into consideration on the above correction.

19. Tender Security and Tender Securing Declaration

19.1 Pursuant to ITT Clause 12, where required in the Tender Data Sheet, the Tenderer shall furnish as part of its Tender, a Tender Security in original form and in the amount and currency specified in the Tender Data Sheet . A Tender Securing Declaration as specified in the Tender Data Sheet in the format provided in section X shall be provided as a mandatory requirement.

19.2 The Tender Security or Tender Securing Declaration is required to protect the Procuring Entity against the risk of Tenderer’s conduct which would warrant the security’s forfeiture, pursuant to ITT sub-Clause 19.9.

19.3 The Tender Security shall be denominated in the currency of the Tender and shall be in one of the following forms:

a. Cash;

b. A Bank Guarantee;

c. An Insurance Bond issued by an insurance firm approved by the PPOA located in

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Kenya;

d. An irrevocable letter of credit issued by a reputable bank.

19.4 The Tender Security shall be in accordance with the Form of the Tender Security included in Section X or another form approved by the Procuring Entity prior to the Tender submission.

19.5 The Tender Security shall be payable promptly upon written demand by the Procuring Entity in case any of the conditions listed in sub-Clause 19.8 are invoked.

19.6 Any Tender not accompanied by a Tender Security in accordance with sub-Clauses 19.1 or 19.3 shall be rejected by the Procuring Entity as non-responsive, pursuant to ITT Clause 28.

19.7 The Procuring Entity shall immediately release any Tender Security if:

a. The procuring proceedings are terminated;

b. The Procuring Entity determines that none of the submitted Tenders is responsive;

c. A contract for the procurement is entered into.

19.8 The Tender Security shall be forfeited and the Tender Securing Declaration executed if the Tenderer:

a. Withdraws its Tender after the deadline for submitting Tenders but before the expiry of the period during which Tenders must remain valid;

b. Rejects a correction of an arithmetic error pursuant to sub-Clause 29.2;

c. Refuse to enter into a written contract in accordance with ITT Clause 40;

d. Fails to furnish the Performance Security in accordance with ITT Clause 41.

19.9 The Tender Security and Tender Securing

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Declaration of a joint venture must be in the name of the joint venture submitting the Tender.

19.10 A Tenderer shall be suspended from being eligible for Tendering in any contract with the Procuring Entity for the period of time indicated in the Tender Securing Declaration:

a. If the Tenderer withdraws its Tender, except as provided in ITT sub-Clauses 18.2 and 29.2; or

b. In the case of a successful Tenderer, if the Tenderer fails within the specified time limit to:

c. Sign the contract; or

(ii) Furnish the required Performance Security.

20. Format and Signing of Tender

20.1 The Tenderer shall prepare one original of the documents comprising the Tender as described in ITT Clause 12 of these Instructions to Tenderers, with the Form of Tender, and clearly marked “ORIGINAL”. In addition, the Tenderer shall submit copies of the Tender, in the number specified in the Tender Data Sheet, and clearly marked as “COPIES”. In the event of discrepancy between them, the original shall prevail.

20.2 The original and all copies of the Tenders shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized to sign on behalf of the Tenderer. This authorization shall consist of a written confirmation as specified in the Tender Data Sheet and shall be attached to the Tender. The name and position held by each person signing the authorization must be typed or printed below the signature. All pages of the Tender, except for un-amended printed literature, shall be initialled by the person or persons signing the Tender.

20.3 Any interlineations, erasures, or overwriting shall be valid only if they are initialled by the person or persons signing the Tender.

20.4 The Tenderer shall furnish information as described in the Form of Tender on commissions or gratuities, if any, paid or to be paid to agents relating to this Tender and to contract execution if

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the Tenderer is awarded the contract

D. Submission of Tenders

21. Sealing and Marking of Tenders

21.1 The Tenderer shall seal the original and each copy of the Tender in separate envelopes, duly marking the envelopes as “ORIGINAL” and “COPY”. The envelopes shall then be sealed in an outer envelope securely sealed in such a manner that opening and resealing cannot be achieved undetected.

21.2 The inner and outer envelopes shall:

a. Be addressed to the Procuring Entity at the address given in the Tender Data Sheet; and

b. Bear the Project name indicated in the

Tender Data Sheet, the Invitation for Tenders (IFB) title and number indicated in the Tender Data Sheet, and a statement: “DO NOT OPEN BEFORE,” to be completed with the time and the date specified in the Tender Data Sheet, pursuant to ITT sub-Clause 22.1.

21.3 In addition to the identification required in sub-Clause 21.2, the inner envelopes shall also indicate the name and address of the Tenderer to enable the Tender be returned unopened in case it is declared late, pursuant to sub-Clause 22.1 and for matching purpose under ITT Clause 23

21.4 If the outer envelope is not sealed and marked as required by ITT sub clause 21.2, the Procuring Entity shall assume no responsibility for misplacement or premature opening of the Tender.

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22. Deadline for Submission of Tenders

22.1 Tenders shall be received by the Procuring Entity at the address specified under ITT sub-Clause 21.2 no later than the date and time specified in the Tender Data Sheet.

22.2 The Procuring Entity may, in exceptional circumstances and at its discretion, extend the deadline for the submission of Tenders by amending the Tendering documents in accordance with ITT Clause 9, in which case all rights and obligations of the Procuring Entity and Tenderers previously subject to the deadline will thereafter be subject to the new deadline.

22.3 The extension of the deadline for submission of Tenders shall not be made later than the period specified in the Tender Data Sheet before the expiry of the original deadline.

23. Late Tenders 23.1 The Procuring Entity shall not consider for

evaluation any Tender that arrives after the deadline for submission of Tenders, in accordance with ITT Clause 22.

23.2 Any Tender received by the Procuring Entity after the deadline for submission of Tenders shall be declared late, rejected and returned unopened to the Tenderer

24. Modification, Substitution and Withdrawal of Tenders

24.1 A Tenderer may modify or substitute or withdraw its Tender after it has been submitted, provided that written notice of the modification, including substitution or withdrawal of the Tender, is received by the Procuring Entity prior to the deadline prescribed for submission of Tenders prescribed under ITT sub-Clause 22.1.

24.2 The Tenderer’s modification or substitution or withdrawal notice shall be prepared, sealed, marked, and dispatched in accordance with the provisions of ITT Clauses 20 and 21 with the outer and inner envelopes additionally marked “MODIFICATION” or SUBSTITUTION or “WITHDRAWAL” as appropriate. The notice may also be sent by electronic mail and facsimile, but followed by a signed confirmation copy, postmarked not later than the deadline for submission of Tenders.

24.3 No Tender may be withdrawn, replaced or modified in the interval between the deadline for submission of Tenders and the expiration of the

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period of Tender validity specified by the Tenderer on the Tender Form. Withdrawal of a Tender during this interval shall result in the Tenderer’s forfeiture of its Tender Security or execution of Tender Securing Declaration, pursuant to the ITT sub-Clause 19.9.

24.4 Withdrawal of a Tender between the deadline for submission of Tenders and the expiration of the period of Tender validity specified in the Tender Data Sheet or as extended pursuant to sub-Clause 22.2 shall result in the forfeiture of the Tender Security and execution of Tender Securing Declaration pursuant to ITT sub-Clause 19.9.

24.5 Tenderers may only offer discounts to, or otherwise modify the prices of their Tenders by submitting Tender modifications in accordance with this Clause, or included in the original Tender submission.

E. Opening and Evaluation of Tenders

25. Opening of Tenders

25.1 The Procuring Entity will open all Tenders including modifications, substitution or withdraw notices made pursuant to ITT Clause 24, in public, in the presence of Tenderers or their representatives who choose to attend and other parties with legitimate interest and Tender proceedings, at the place on the date and at time specified in the Tender Data Sheet. The Tenderers’ representatives who are present shall sign a register as proof of their attendance.

25.2 Envelopes marked “WITHDRAWAL” shall be opened and read out first. Tenders for which an acceptable notice of withdrawal has been submitted pursuant to ITT Clause 24 shall not be opened but returned to the Tenderer. If the withdrawal envelope does not contain a copy of the “Power of Attorney” confirming the signature as a person duly authorized to sign on behalf of the Tenderer, the corresponding Tender will be opened. Subsequently, all envelopes marked "MODIFICATION" shall be opened and the submissions therein read out in appropriate detail. Thereafter all envelopes marked or

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"SUBSTITUTION" opened and the submissions therein read out in appropriate detail.

25.3 All other envelopes shall be opened one at a time. The Tenderers' names, the Tender prices, the total amount of each Tender and of any alternative Tender (if alternatives have been requested or permitted), any discounts, the presence or absence of Tender security, and such other details as the appropriate tender opening committee may consider appropriate, will be announced by the Secretary of the Tender Opening Committee at the opening.

25.4 Tenders or modifications that are not opened and not read out at Tender opening shall not be considered further for evaluation, irrespective of the circumstances. In particular, any discount offered by a Tenderer which is not read out at Tender opening shall not be considered further.

25.5 Tenderers are advised to send in a representative with the knowledge of the content of the Tender who shall verify the information read out from the submitted documents. Failure to send a representative or to point out any un-read information by the sent Tenderer’s representative shall indemnify the Procuring Entity against any claim or failure to read out the correct information contained in the Tenderer’s Tender.

25.6 No Tender will be rejected at Tender opening except for late Tenders which will be returned unopened to the Tenderer, pursuant to ITT Clause 23.

25.7 The Secretary of the appropriate tender opening committee shall prepare minutes of the Tender opening. The record of the Tender opening shall include, as a minimum: the name of the Tenderers and whether or not there is a withdrawal, substitution or modification, the Tender price per Lot if applicable, including any discounts and alternative offers and the presence or absence of a Tender Security or Tender Securing Declaration.

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25.8 The Tenderers’ representatives who are present

shall be requested to sign the record. The omission of a Tenderer’s signature on the record shall not invalidate the contents and affect the record.

25.9 A copy of the minutes of the Tender opening shall be furnished to individual Tenderers upon request.

26. Confidentiality 26.1 Information relating to the examination,

clarification, evaluation, and comparison of Tenders and recommendations for the award of a Contract shall not be disclosed to Tenderers or any other persons not officially concerned with such process until the award to the successful Tenderer has been announced.

26.2 Any effort by a Tenderer to influence the Procuring Entity’s processing of Tenders or award decisions may result in the rejection of his Tender.

26.3 Notwithstanding sub-Clause 26.2, from the time of Tender opening to the time of Contract award, if any Tenderer wishes to contact the Procuring Entity on any matter related to the Tendering process, it should do so in writing.

27. Clarification of Tenders

27.1 To assist in the examination, evaluation, comparison of Tenders and post-qualification of the Tenderer, the Procuring Entity may, at its discretion, ask a Tenderer for clarification of its Tender including breakdown of prices. Any clarification submitted by a Tenderer that is not in response to a request by the Procuring Entity shall not be considered.

27.2 The request for clarification and the response shall be in writing. No change in the prices or substance of the Tender shall be sought, offered, or permitted except to confirm the correction of arithmetic errors discovered by the Procuring Entity in the evaluation of Tenders in accordance with ITT Clause 29.

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27.3 From the time of Tender opening to the time of

Contract award if any Tenderer wishes to contact the Procuring Entity on any matter related to the Tender it should do so in writing.

28. Preliminary Examination of Tenders

28.1 Prior to the detailed evaluation of Tenders, the Procuring Entity will determine whether:

a. The Tender has been submitted in the required format;

b. Any Tender Security submitted is in the required form, amount and validity period;

c. The Tender has been signed by the person lawfully authorized to do so;

d. The required number of copies of the Tender have been submitted;

e. The Tender is valid for the period

required;

f. All required documents and information have been submitted; and

g. Any required samples have been submitted.

28.2 The Procuring Entity will confirm that the documents and information specified under ITT Clause 12 and ITT Clause 13 have been provided in the Tender. If any of these documents or information is missing, or is not provided in accordance with the Instructions to Tenderers, the Tender shall be rejected.

28.3 The Procuring Entity may waive any minor informality, nonconformity, or irregularity in a Tender which does not constitute a material deviation, provided such waiver does not prejudice or affect the relative ranking of any Tenderer

28.4 A substantially responsive Tender is one which conforms to all the terms, conditions, and

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specifications of the Tendering documents, without material deviation or reservation. A material deviation or reservation is one that:

a. Affects in any substantial way the scope, quality, or execution of the Works;

b. Limits in any substantial way, inconsistent with the Tendering documents, the Procuring Entity's rights or the Tenderer’s obligations under the Contract; or

c. If rectified, would affect unfairly the competitive position of other Tenderers presenting substantially responsive Tenders.

28.5 If a Tender is not substantially responsive, it will be rejected by the Procuring Entity, and may not subsequently be made responsive by correction or withdrawal of the non-conforming deviation or reservation.

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29. Correction of Errors

29.1 Tenders determined to be substantially responsive will be checked by the Procuring Entity for any arithmetic errors. Errors will be corrected by the Procuring Entity as follows:

a. If there is a discrepancy between unit prices and the total price that is obtained by multiplying the unit price and quantity, the unit price shall prevail, and the total price shall be corrected, unless in the opinion of the Procuring Entity there is an obvious misplacement of the decimal point in the unit price, in which the total price as quoted shall govern and the unit price shall be corrected;

b. If there is an error in a total corresponding

to the addition or subtraction of subtotals, the subtotals shall prevail and the total shall be corrected; and

c. Where there is a discrepancy between the

amounts in figures and in words, the amount in words will govern.

29.2 The amount stated in the Tender will, be adjusted

by the Procuring Entity in accordance with the above procedure for the correction of errors and, with, the concurrence of the Tenderer, shall be considered as binding upon the Tenderer. If the Tenderer does not accept the corrected amount, its Tender will then be rejected, and the Tender Security may be forfeited and the Tender Securing Declaration may be executed in accordance with sub-Clause 19.9.

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30. Conversion to Single Currency

30.1 To facilitate the evaluation and comparison, the Procuring Entity will convert all Tender prices expressed in the amounts in various currencies in which the Tender prices are payable to Kenya Shillings at the selling exchange rate established for similar transactions by the Central Bank of Kenya ruling on the date specified in the Tender Data Sheet.

31. Comparison of Tenders

31.1 The Procuring Entity shall evaluate and compare only the Tenders determined to be substantially responsive in accordance with ITT Clause 28.

31.2 In evaluating the Tenders, the Procuring Entity will determine for each Tender the evaluated Tender price by adjusting the Tender price as follows: Making any correction for errors pursuant to ITT Clause 29; Excluding provisional sums and the provision, if any for contingencies in the Bill of Quantities, but including Day work , where priced competitively ; and Making appropriate adjustments to reflect discounts or other price modifications offered in accordance with sub-Clause 24.5.

31.3 The Procuring Entity may waive any minor informality or non-conformity, which does not constitute a material deviation, provided such waiver does not prejudice or affect the relative standing of any Tenderer. Variations, deviations, and alternative offers and other factors, which are in excess of the requirements of the Tendering documents or otherwise result in unsolicited benefits for the Procuring Entity will not be taken into account in Tender evaluation.

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32. National Preference

32.1 In the evaluation of Tenders the Procuring Entity shall apply exclusive preference to citizens of Kenya where:

a. The funding is 100% from the Government of Kenya or a Kenyan body;

b. The amounts are below the prescribed

threshold of KShs.200 million;

32.2 To qualify for the preference the candidate shall

provide evidence of eligibility by:

c. Proving Kenyan citizenship by production of a Kenyan Identity Card; or

d. Providing proof of being a “citizen

contractor” in terms of section 3(1) of the Act, i.e. being a natural person or an incorporated company wholly owned and controlled by persons who are citizens of Kenya.

32.3 The Minister of Finance may prescribe additional

preference and/or reservation schemes, for example for procurements above these thresholds. If such additional preference schemes apply, details will be given in the Tender Data Sheet.

33. Determination of the Lowest Evaluated Tender

33.1 The Tender with the lowest evaluated price from among those which are eligible, compliant and substantially responsive shall be the lowest evaluated Tender.

34. Post-qualification of Tenderer

34.1 If specified in the Tender Data Sheet, post-qualification shall be undertaken.

34.2 The Procuring Entity will determine to its satisfaction whether the Tenderer that is selected

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as having submitted the lowest evaluated responsive Tender is qualified to perform the contract satisfactorily, in accordance with the criteria listed in sub-Clause 13.3.

34.3 The determination will take into account the Tenderer’s financial, technical, and production capabilities. It will be based upon an examination of the documentary evidence of the Tenderer’s qualifications submitted by the Tenderer, pursuant to sub-Clause 13.3, as well as such other information as the Procuring Entity deems necessary and appropriate. Factors not included in these Tendering documents shall not be used in the evaluation of the Tenderer’s qualifications.

34.4 An affirmative determination will be a prerequisite for award of the contract to the Tenderer. A negative determination will result in rejection of the Tenderer’s Tender, in which event the Procuring Entity will proceed to the next lowest evaluated Tender to make a similar determination of that Tenderer’s capabilities to perform satisfactorily.

F. Award of Contract

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35. Criteria of Award 35.1 Subject to ITT Clause 35 and 36, the

Procuring Entity will award the Contract to the Tenderer whose Tender has been determined to be substantially responsive to the Tendering documents and who has offered the lowest Evaluated Tender Price, provided that such Tenderer has been determined to be:

a. Eligible in accordance with the provisions of ITT Clause 3;

b. Is determined to be qualified to perform the Contract satisfactorily;

c. Successful negotiations have been concluded.

35.2 If, pursuant to sub-Clause 14.1, this Contract is being awarded on a “lot and package” basis, the lowest evaluated Tender price will be determined when evaluating this Contract in conjunction with other Contracts to be awarded concurrently, taking into account any discounts offered by the Tenderer for award of more than one Contract.

36. Clarifications 36.1 Clarifications may be undertaken with the

lowest evaluated Tenderer relating to the following areas:

a. A minor alteration to the technical details of the statement of requirements;

b. Reduction of quantities for budgetary reasons, where the reduction is in excess of any provided for in the Tendering documents;

c. A minor amendment to the Contract Data Sheet;

d. Finalizing payment arrangements;

e. Mobilization arrangements;

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f. Agreeing final delivery or work schedule to accommodate any changes required by the Procuring Entity;

g. The methodology or staffing; or

h. Clarifying details that were not apparent or could not be finalized at the time of Tendering.

36.2 Clarifications shall not change the substance

of the tender.

37. Procuring Entity’s Right to Accept any Tender and to Reject any or all Tenders

37.1 Notwithstanding ITT Clause 35, the Procuring Entity reserves the right to accept or reject any Tender, and to cancel the Tendering process and reject all Tenders, at any time prior to the award of Contract, without thereby incurring any liability to the affected Tenderer or Tenderers.

37.2 Notice of the rejection of all Tenders shall be given promptly within 14 days to all Contractors that have submitted Tenders.

37.3 The Procuring Entity shall upon request communicate to any Tenderer the grounds for its rejection of its Tenders, but is not required to justify those grounds.

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38. Procuring Entities Right to Vary Quantities at the Time of Award

38.1 The Procuring Entity reserves the right at the time of contract award to increase or decrease the quantity of goods or related services originally specified in these Tendering documents (schedule of requirements) provided this does not exceed by the percentage indicated in the Tender Data Sheet, without any change in unit price or other terms and conditions of the Tender and Tendering documents.

39. Notification of Award

39.1 The Tenderer whose Tender has been accepted will be notified of the award by the Procuring Entity prior to expiration of the Tender validity period by e-mail or facsimile confirmed by registered letter. This letter (hereinafter and in the Conditions of Contract called the "Letter of Acceptance") will state the sum that the Procuring Entity will pay the Contractor in consideration of the provision and maintenance of the Work(s) as prescribed by the Contract (hereinafter and in the Contract called the “Contract Price”).

39.2 The notification of award will constitute the formation of the Contract, subject to the Tenderer furnishing the Performance Security in accordance with ITT Clause 41 and signing the Contract in accordance with sub-Clause 40.2

39.3 At the same time as the person submitting the successful Tender is notified, the Procuring Entity will notify each unsuccessful Tenderer, the name of the successful Tenderer and the Contract amount and will discharge the Tender Security and Tender Securing Declaration of the Tenderer pursuant to ITT sub Clause 19.7.

39.4 If, after notification of award, a Tenderer wishes to ascertain the grounds on which it’s Tender or application for pre-qualification was unsuccessful, it should address its request to the secretary of the

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Tender Committee that authorized the award of contract. The secretary of the Tender Committee shall, within fourteen days after a request, provide written reasons as to why the Tender, proposal or application to be pre-qualified was unsuccessful. However, failure to take this opportunity to clarify the grounds for rejection does not affect the Tenderer’s right to seek immediate review by the Public Procurement Administrative Review Board under Clause 45.

40. Signing of Contract 40.1 Promptly, and in no case later than 14 days,

after notification, Procuring Entity shall send the successful Tenderer the Agreement and Contract Data Sheet, incorporating all agreements between the parties obtained as a result of Contract negotiations.

40.2 Within the period specified in the notification or Tender Data Sheet but not earlier than fourteen (14) days since notification of award of contract, the successful Tenderer shall sign and date the contract and return it to the Procuring Entity.

41. Performance Security

41.1 Within thirty (30) days but after 14 days after receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Procuring Entity a Performance Security in the amount and in the form stipulated in the Tender Data Sheet and the Contract Data Sheet, denominated in the type and proportions of currencies in the Letter of Acceptance and in accordance with the Conditions of Contract.

41.2 If the Performance Security is provided by the successful Tenderer in the form of a Bank Guarantee or Insurance Bond, it shall be issued either:

a. At the Tenderer’s option, by a bank or insurance firm located in Kenya, or a foreign bank or insurance firm through a correspondent bank or

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insurance firm located in Kenya;

b. With the consent of the Procuring

entity, directly by a foreign bank acceptable to the Procuring entity.

41.3 Failure of the successful Tenderer to comply

with the requirement of sub-Clause 41.1 shall constitute sufficient grounds for the annulment of the award and forfeiture of the Tender Security, in which event the Procuring Entity may make the award to the next lowest evaluated Tenderer or call for new Tenders.

42. Advance Payment 42.1 The Procuring Entity will provide an

Advance Payment as stipulated in the Conditions of Contract, subject to a maximum amount, as stated in the Tender Data Sheet.

42.2 The Advance Payment request shall be accompanied by an Advance Payment Security (Guarantee) in the form provided in Section X. For the purpose of receiving the Advance Payment, the Tenderer shall make an estimate of, and include in its Tender, the expenses that will be incurred in order to commence work. These expenses will relate to the purchase of equipment, machinery, materials, and on the engagement of labour during the first month beginning with the date of the Procuring Entity’s “Notice to Commence” as specified in the Contract Data Sheet.

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43. Adjudicator 43.1 The Procuring Entity proposes the person

named in the Tender Data Sheet to be appointed as Adjudicator under the Contract, at an hourly fee specified in the Tender Data Sheet, plus reimbursable expenses. If the Tenderer disagrees with this proposal, the Tenderer should so state in the Tender. If, in the Letter of Acceptance, the Procuring Entity has not agreed on the appointment of the Adjudicator, the Adjudicator shall be appointed by the Appointing Authority designated in the Contract Data Sheet at the request of either party.

G. Review of Procurement Decisions

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44. Right to Review

44.1 A Tenderer who claims to have suffered or risk suffering, loss or damage or injury as a result of breach of a duty imposed on a Procuring Entity or an Approving Authority by the Public Procurement and Assets Disposal Act, 2015 and the Public Procurement and Disposal Regulations 2006, the procurement proceedings or processes, may seek administrative review as prescribed by the Act. The following matters, however, shall not be subject to the administrative review:

a. The choice of procurement method;

b. a decision by the Procuring Entity to reject

all Tenders, proposals or quotations;

c. Where a contract is signed in accordance to

Section 68 of the Public Procurement and Disposal Act,2005;

d. Where an appeal is frivolous.

45. Time Limit on Review

45.1 The Tenderer shall submit an application for review in the number of copies and pay fees as prescribed by the Public Procurement and Disposal Regulations 2006 within fourteen (14) days of the time the Tenderer became or should have become aware of the circumstances giving rise to the complaint or dispute.

46. Submission of Applications for Review by the Public Procurement Administrative Review Board

46.1 Any application for administrative review shall be submitted in writing to the Secretary, Public Procurement Administrative Review Board on Form RB 1 at the address shown in the Tender Data Sheet. The secretary to the review board shall immediately after filing of the request, serve a copy thereof on the Procuring Entity or Director-General as the case may be.

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46.2 The application for administrative review shall be in accordance with the requirements of Regulation 73 of the Public Procurement and Disposals Regulations,2006, including:

a. Reasons for the complaint ,including any alleged breach of the Act or Regulations;

b. An explanation of how the provisions of

the Act and or Regulation has been breached or omitted, including the dates and name of the responsible public officer, where known;

c. Statements or other evidence supporting

the complaint where available as the applicant considers necessary in support of its request;

d. Remedies sought;

e. Any other information relevant to the

complaint.

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47. Decision by the Public Procurement Administrative Review Board

47.1 The Administrative Review Board shall within thirty days after receipt of an application for administrative review deliver a written decision which shall indicate:

a. Annulling anything the Procuring Entity has done in the procurement proceedings, including annulling the procurement proceedings in their entirety;

b. Giving directions to the Procuring Entity

with respect to anything to be done or redone in the procurement proceedings;

c. Substituting the decision of the Review

Board for any decision of the Procuring Entity in the procurement proceedings;

d. Order the payment of costs as between

parties to the review.

47.2 The decision made by the Review Board shall, be final and binding on the parties unless judicial review thereof commences within fourteen (14) days from the date of the Review Board’s decision.

48. Appeal on the decision of the Review Board

48.1 Any party to the review aggrieved by the decision of the Review Board may appeal to the High Court and the decision of the High Court shall be final.

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SECTION III: TENDER DATA SHEET

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Tender Data Sheet (TDS)

Tender Data Sheet (TDS) Instructions to Tenderers Clause Reference

TDS Reference Number

ITT Clause Number

Amendments of, and Supplements to, Clauses in the Instruction to Tenderers

A. Introduction

1. 1.1 The Procuring Entity is; Kenya Railways P.O. Box 30121-00100 NAIROBI

2. 1.1 Name of Project is; The Proposed Relocation of Voi Girls Rescue Centre.

3. 1.2 The expected completion date of the works is TBA.

4 5.1 Alternative Tenders are Not allowedin this Tender

5. 7.3 Pre-Tender meeting will not take place

B. Tendering Documents

6. 8.1 Kenya Railways Headquarters, Workshops Road off Haile Selassie Avenue, P.O. Box 30121-00100 NAIROBI Or procure@krc.co.ke

7. 9.1 Address for clarification of Tendering Document is Kenya Railways Headquarters, Workshops Road off Haile Selassie Avenue, P.O. Box 30121-00100 NAIROBI Or procure@krc.co.ke

8. 9.2 Period to Respond to request for clarification by the Procuring Entity is 3 (three) working days Period Prior to deadline for submission of Tenders for Tenderers to request clarification is 7 (seven) days

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C. Preparation of Tenders

9. 11.1 Language of Tender and all correspondence shall be English

10. 13.3 Other information or materials required to be completed and submitted by Tenderers :

a) Copies of original documents defining the constitution or legal status, place of registration, and principal, place of business; written Power of Attorney is authorizing the signatory of the Tender to commit the Tenderer.

b) Certified copy of Certificate of Incorporation, VAT

registration, I-tax generated PIN registration certificate and Valid Tax compliance certificate.

c) The minimum required annual volume of construction work for

the successful Tenderer in any of the last 2 years shall be: Kshs 200,000,000/=

d) Experience as prime contractor in the construction of at least

one project of a nature and complexity equivalent to the Works the last 2 years or the period stated in a) above (to comply with this requirement, works cited should be at least 70 percent complete).

e) The essential equipment to be made available for the Contract by the successful Tenderer (proposals for timely acquisition or own, lease, hire, etc) shall be:

i) 4X2 tippers payload 7 – 12 tonnes-2 No.

ii) Grader – 1 No

iii) Concrete Mixer -1 No.

iv) Concrete vibrators-3 No.

f) A Project Manager with a minimum 5 years’ experience in works of an equivalent nature and volume.

g) Evidence of adequate working capital for this contract:

The applicant shall demonstrate that it has access to, or has available, liquid assets, unencumbered real assets, lines of credit and other financial means sufficient to meet

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the construction cash flow for a period of three (3) months, estimated at Kshs.10 million, net of the applicant’s commitments for other contracts. The audited Accounts for the last three (3) years shall be submitted and must demonstrate the soundness of the applicant’s financial position, showing long-term profitability. Where necessary the procuring entity will make inquiries with the applicant’s bankers.

h) Information regarding litigation, current:

Litigation history the applicant should provide accurate information on any litigation or arbitration resulting from contracts completed or under its execution over the last five years. A consistent history of awards against the applicant or any partner of a joint venture may result in failure of the application.

11. 16.4 The price shall be fixed

12. 17.1 The currency in which the prices shall be quoted shall be: Kenyan Shilling

13.

17.2 30.2

The authority for establishing the rates of exchange shall be Central Bank of Kenya. The applicable date for exchange rates for tendering and evaluation purposes is 28 days earlier than the final deadline for the submission of tenders.

14.

18.1 The Tender validity period shall be 120 days from the date of tender opening

15. 19.1 Tender Security Kshs. 4,000,000.00 in form of a Bank Guarantee from a Commercial Bank Registered in Kenya

16. 20.1 In addition to 1 original of the Tender, the Tenderer should submit 3 copies of the Tender.

D. Submission of Tenders

17. 21.2 (a)

Tenders shall be submitted to Kenya Railways WorkshopsRoad, Off Haile Selassie Avenue Procurement Department, First Floor NAIROBI

18. 21.2 (b)

Project name: The Proposed Relocation of Voi Girls Rescue Centre. Tender number: KRC/PLM/020/2017-2018 With indication not to open before Thursday, February 15, 2018 at 10:00am

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19. 22.1 The deadline for Tender submission is any tender received after the date and time stated below shall be returned unopened to the tenderer.

a) Day:Thursday

b) Date: February 15, 2018

c) Time :10:00am

20. 22.3 Addendum

Kenya Railways will send addendum to tenderers who have registered through ending details as required to procure@krc.co.ke or tenderers who have purchased the tender document to their addresses provided.

E. Opening and Evaluation of Tenders

21. 25.1 The Tender opening shall take place at: WorkshopsRoad, Off Haile Selassie Avenue Kenya Railways Headquarters First Floor, Sattima Conference Room Nairobi- Kenya Date: Thursday February 15, 2018 Time:10:00am

22. 29.1 Shall not apply to this tender. Section 82 of Public procurement and Asset Disposal Act 2015 will apply.

F. Award of Contract 23. 41.1 The amount of Performance Security shall be 10% of the Contract

Price

G. Review of Procurement Decisions 24. 46.1 The address for submitting appeals to Administrative Review

Board : The Secretary, Public Procurement Administrative Review Board , The Public Procurement Oversight Authority, 10th Floor ,National Bank House, P.O. Box 58583-00200, NAIROBI, Kenya. Tel: +254 (0) 20 3244000 Email: info@ppoa.go.ke Website: www.ppoa.go.ke

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SECTION IV: GENERAL CONDITIONS OF CONTRACT (GCC)

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Table of Clauses A. General ................................................................................................................................... 54

1. Definitions .............................................................................................................................. 54

2. Interpretation .......................................................................................................................... 57

3. Language, Law, Fraud and Corruption .................................................................................. 57

4. Confidentiality ........................................................................................................................ 60

5. Project Manager’s Decisions .................................................................................................. 60

6. Delegation .............................................................................................................................. 60

7. Communications ..................................................................................................................... 60

8. Subcontracting ........................................................................................................................ 60

9. Other Contractors ................................................................................................................... 60

10. Personnel ............................................................................................................................ 60

11. Procuring Entity’s and Contractor’s Risks ......................................................................... 62

12. Procuring Entity’s Risks ..................................................................................................... 62

13. Contractor’s Risks .............................................................................................................. 62

14. Insurance............................................................................................................................. 63

15. Site Investigation Reports................................................................................................... 63

16. Queries about the Contract Data Sheet ............................................................................... 63

17. Contractor to Construct the Works ..................................................................................... 63

18. Commencement and Completion ....................................................................................... 64

19. Approval by the Project Manager ....................................................................................... 64

20. Protection of the Environment ............................................................................................ 64

21. Labour Laws ....................................................................................................................... 65

22. Health and Safety ............................................................................................................... 65

23. Discoveries ......................................................................................................................... 65

24. Possession of the Site ......................................................................................................... 65

25. Access to the Site................................................................................................................ 66

26. Instructions, Inspections and Audits ................................................................................... 66

27. Disputes .............................................................................................................................. 66

28. Procedure for Disputes ....................................................................................................... 66

29. Replacement of Adjudicator ............................................................................................... 67

B. Time Control .......................................................................................................................... 67

30. Programme ......................................................................................................................... 68

31. Extension of the Intended Completion Date....................................................................... 68

32. Acceleration ........................................................................................................................ 69

33. Delays Ordered by the Project Manager............................................................................. 69

34. Management Meetings ....................................................................................................... 69

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35. Early Warning .................................................................................................................... 69

C. Quality Control ....................................................................................................................... 70

36. Identifying Defects ............................................................................................................. 70

37. Tests .................................................................................................................................... 70

38. Correction of Defects ......................................................................................................... 70

39. Uncorrected Defects ........................................................................................................... 70

D. Cost Control ........................................................................................................................... 70

40. Bill of Quantities ................................................................................................................ 71

41. Changes in the Quantities ................................................................................................... 71

42. Variations ........................................................................................................................... 71

43. Payments for Variations ..................................................................................................... 71

44. Cash Flow Forecasts ........................................................................................................... 72

45. Payment Certificates ........................................................................................................... 72

46. Payments............................................................................................................................. 73

47. Compensation Events ......................................................................................................... 73

48. Taxes................................................................................................................................... 75

49. Currencies ........................................................................................................................... 75

50. Price Adjustment ................................................................................................................ 75

51. Retention............................................................................................................................. 78

52. Liquidated Damages ........................................................................................................... 78

53. Bonus .................................................................................................................................. 78

54. Advance Payment ............................................................................................................... 79

55. Performance Securities ....................................................................................................... 79

56. Day works ........................................................................................................................... 79

57. Cost of Repairs ................................................................................................................... 80

E. Finishing the Contract ............................................................................................................ 80

58. Completion Certificate ....................................................................................................... 81

59. Taking Over ........................................................................................................................ 81

60. Final Account ..................................................................................................................... 81

61. Operating and Maintenance Manuals ................................................................................. 81

62. Termination ........................................................................................................................ 81

63. Payment upon Termination ................................................................................................ 83

64. Property .............................................................................................................................. 83

65. Release from Performance ................................................................................................. 83

66. Suspension of Financing..................................................................................................... 83

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A. General

1. Definitions

1.1 Boldface type is used to identify defined terms.

The Adjudicator is the person appointed jointly by the Procuring Entity and the Contractor to resolve disputes in the first instance, as provided for in Clauses 27 and 28 hereunder.

Bill of Quantities means the priced and completed Bill of Quantities forming part of the Tender.

Compensation Events are those defined in Clause 47 hereunder.

The Completion Date is the date of completion of the Works as certified by the Project Manager, in accordance with Sub-Clause 58.1.

The Contract is the Contract between the Procuring Entity and the Contractor to execute, complete, and maintain the Works. It consists of the documents listed in Clause 2.3 below.

The Contractor is a person or corporate body whose Tender to carry out the Works has been accepted by the Procuring Entity.

The Contractor’s Tender is the completed Tendering document submitted by the Contractor to the Procuring Entity.

The Contract Price is the price stated in the Letter of Acceptance and thereafter as adjusted in accordance with the provisions of the Contract.

Days are calendar days; months are calendar months.

Day works are varied work inputs subject to payment on a time basis for the Contractor’s employees and Equipment, in addition to payments for associated Materials and Plant.

A Defect is any part of the Works not completed in accordance with the Contract.

The Defects Liability Certificate is the certificate issued by the Project Manager upon correction of defects by the Contractor.

The Defects Liability Period is the period named in the Contract Data Sheet and calculated from the Completion Date.

Drawings include calculations and other information provided or approved by the Project Manager for the execution of the Contract.

The Procuring Entity is the party who employs the Contractor to carry out the Works.

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Equipment is the Contractor’s machinery and vehicles brought temporarily to the Site to construct the Works.

The Initial Contract Price is the Contract Price listed in the Procuring Entity’s Letter of Acceptance.

The Intended Completion Date is the date on which it is intended that the Contractor shall complete the Works. The Intended Completion Date is specified in the Contract Data Sheet. The Intended Completion Date may be revised only by the Project Manager by issuing an extension of time or an acceleration order.

Materials are all supplies, including consumables, used by the Contractor for incorporation in the Works.

Plant is any integral part of the Works that shall have a mechanical, electrical, chemical, or biological function.

The Project Manager is the person named in the Contract Data Sheet (or any other competent person appointed by the Procuring Entity and notified to the Contractor, to act in replacement of the Project Manager) who is responsible for supervising the execution of the Works and administering the Contract and shall be an “Architect” or a “Quantity Surveyor” registered under the Architects and Quantity Surveyors Act Cap 525 or an “Engineer” registered under Engineers Act 2011.

The Site is the area defined as such in the Contract Data Sheet.

Site Investigation Reports are those that were included in the Tendering documents and are factual and interpretative reports about the surface and subsurface conditions at the Site.

Specification means the Specification of the Works included in the Contract and any modification or addition made or approved by the Project Manager.

The Start Date is given in the Contract Data Sheet. It is the latest date when the Contractor shall commence execution of the Works. It does not necessarily coincide with any of the Site Possession Dates.

A Subcontractor is a person or corporate body who has a Contract with the Contractor to carry out a part of the work in the Contract, which includes work on

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the Site. Temporary Works are works designed, constructed,

installed, and removed by the Contractor that are needed for construction or installation of the Works.

A Variation is an instruction given by the Project Manager that varies the Works.

The Works are what the Contract requires the Contractor to construct, install, and turn over to the Procuring Entity, as defined in the Contract Data Sheet.

“Force Majeure” means an event which is beyond the reasonable control of a Party and which makes a Party’s performance of its obligations under the Contract impossible or so impractical as to be considered impossible under the circumstances.

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2. Interpretation 2.1 In interpreting these Conditions of Contract, singular

also means plural, male also means female or neuter, and the other way round. Headings have no significance. Words have their normal meaning under the language of the Contract unless specifically defined. The Project Manager will provide instructions clarifying queries about these Conditions of Contract.

2.2 If sectional completion is specified in the Contract Data Sheet, references in the Conditions of Contract to the Works, the Completion Date, and the Intended Completion Date apply to any Section of the Works (other than references to the Completion Date and Intended Completion Date for the whole of the Works).

2.3 The documents forming the Contract shall be interpreted in the order of priority given in the Contract Data Sheet:

(1) Agreement;

(2) Letter of Acceptance; (3) Contract Data Sheet;

(4) Conditions of Contract; (5) Technical Specifications;

(6) Contractor’s Tender; (7) Drawings;

(8) Bill of Quantities; and (9) Any other document listed in the Contract Data

Sheet as forming part of the Contract.

3. Language, Law, Fraud and Corruption

3.1 The language of the Contract and the law governing the Contract are stated in the Contract Data Sheet.

3.2 The Government requires that Procuring Entities (including beneficiaries of Government funded projects) as well as Tenderers/Suppliers/Contractors under Government financed contracts, observe the highest standard of ethics during the procurement and execution of such contracts. It is the responsibility of the Procuring Entity to ensure that Tenderers, suppliers, and contractors and their subcontractors observe the highest standard of ethics during the procurement and execution of such contracts. In pursuance of this policy:

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For the purpose of this provision, the following definitions are provided:

a. “Corruption” has the meaning assigned to it in the Anti Corruption and Economic Crime Act 2003 and includes the offering, giving, receiving or soliciting of anything of value to influence the action of a public official in the procurement or disposal process or in contract execution;

b. “Fraudulent Practice” includes a misrepresentation of fact in order to influence a procurement or disposal process or the execution of a contract to the detriment of the Procuring Entity and includes collusive practices amongst Tenderers prior to or after Tender submission designed to establish Tender prices at artificial non competitive levels and deprive the Procuring Entity of the benefits of free and open competition;

c. “Collusive Practice” meansan arrangement between two or more suppliers, contractors and subcontractors designed to achieve an improper purpose, including to influence improperly the actions of the Procuring Entity prior to or after Tender submission , designed to establish Tender prices at artificial non competitive levels and to deprive the Procuring Entity of the benefit of free and open competition;

d. “Coercive Practice” means impairing or harming, or threatening to impair or harm, directly or indirectly a supplier, contractor or subcontractor or the property of any of them to influence improperly the actions of a Procuring Entity;

e. “Obstructive Practice” means deliberately destroying, falsifying, altering or concealing of evidence material to the investigation or making false statements to investigators in order to materially impede an investigation into allegations of a corrupt, fraudulent, coercive or collusive practice; and /or threatening, harassing or intimidating any party to prevent it from disclosing its knowledge of matters relevant to the

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investigation or from pursuing the investigation.

A Procuring Entity has the right to require that Tenderers, suppliers, and contractors and their subcontractors permit persons duly appointed by KACC/PPOA/KNAO to inspect their accounts and records and other documents relating to the Tender submission and contract performance;

The Procuring Entity will reject a proposal for award if it determines that the Tenderer recommended for award has engaged in corrupt, fraudulent practices or others stated under Clause 44.1.a in competing for the contract;

In pursuit of the policy defined in sub-Clause 44.1 the Procuring Entity will cancel the portion of the funds allocated to a contract for goods, works, or services if it at any time determines that corrupt or fraudulent practices were engaged in by representatives of the Procuring Entity or Approving Authority or of a beneficiary of the funds during the procurement or the execution of that contract;

In the event that the Procuring Entity or Approving Authority does not take timely and appropriate action satisfactory to the Government of Kenya to remedy the situation, then the Director-General may order an investigation of procurement proceedings for the purpose of determining whether there has been a breach of the Public Procurement and Assets Disposal Act, 2015.

3.3 The Director-General may, on the advice of the Advisory Board, debar a person from participating in procurement proceedings on the ground that the person has committed an offence under the Public Procurement and Assets Disposal Act, 2015. A debarment shall be for a period of time of not less than five years. Before a person is so debarred, he/she will be given an opportunity to make representations to the Director-General and may request the Review Board to review the debarment.

3.4 Any communication between the Tenderers and the

Procuring Entity related to matters of alleged fraud or corruption must be made in writing.

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4. Confidentiality 4.1 The Service Providers, their Subcontractors, and the

Personnel of either of them shall not disclose any proprietary or confidential information relating to the Project, the Services, this Contract, or the Procuring Entity’s business or operations without the prior written consent of the Procuring Entity.

5. Project Manager’s Decisions

5.1 Except where otherwise specifically stated, the Project Manager will decide contractual matters between the Procuring Entity and the Contractor in the role representing the Procuring Entity.

6. Delegation 6.1 The Project Manager may delegate any of his duties

and responsibilities to other people except to the Adjudicator, after notifying the Contractor, and may cancel any delegation after notifying the Contractor.

7. Communications

7.1 Communications between parties that are referred to in the Conditions shall be effective only when in writing. A notice shall be effective only when it is delivered.

8. Subcontracting 8.1 The Contractor may subcontract with the approval of

the Project Manager, but may not assign the Contract without the approval of the Procuring Entity in writing. Subcontracting shall not alter the Contractor’s obligations.

9. Other Contractors

9.1 The Contractor shall cooperate and share the Site with other contractors, public authorities, utilities, and the Procuring Entity between the dates given in the Schedule of Other Contractors, as referred to in the Contract Data Sheet. The Contractor shall also provide facilities and services for them as described in the Schedule. The Procuring Entity may modify the Schedule of Other Contractors, and shall notify the Contractor of any such modification

10. Personnel 10.1 The Contractor shall employ the key personnel named

in the Schedule of Key Personnel, as referred to in the Contract Data Sheet, who shall be appropriately qualified and registered with the appropriate bodies to carry out the functions stated in the Schedule or other personnel approved by the Project Manager. The Project Manager will approve any proposed replacement of key personnel only if their relevant qualifications and abilities are substantially equal to or better than those of the personnel listed in the Schedule.

a. If the Project Manager asks the Contractor to remove a person who is a member of the Contractor’s staff or work force, stating the reasons, the Contractor shall

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ensure that the person leaves the Site within seven days and has no further connection with the work in the Contract.

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11. Procuring Entity’s and Contractor’s Risks

11.1 The Procuring Entity carries the risks which this Contract states are Procuring Entity’s risks, and the Contractor carries the risks which this Contract states are Contractor’s risks.

12. Procuring Entity’s Risks

12.1 From the Start Date until the Defects Correction Certificate has been issued, the following are Procuring Entity’s risks:

b. The risk of personal injury, death, or loss of or damage to property (excluding the Works, Plant, Materials, and Equipment), which are due to:

(i) Use or occupation of the Site by the Works or for the purpose of the Works, which is the unavoidable result of the Works; or

(ii) Negligence, breach of statutory duty, or interference with any legal right by the Procuring Entity or by any person employed by or contracted to him except the Contractor.

c. The risk of damage to the Works, Plant, Materials, and Equipment to the extent that it is due to a fault of the Procuring Entity or in the Procuring Entity’s design, or due to war or radioactive contamination directly affecting the country where the Works are to be executed.

12.2 From the Completion Date until the Defects Correction Certificate has been issued, the risk of loss of or damage to the Works, Plant, and Materials is an Procuring Entity’s risk except loss or damage due to:

(a) A Defect which existed on the Completion Date;

(b) An event occurring before the Completion Date, which was not itself an Procuring Entity’s risk; or

(c) The activities of the Contractor on the Site after the Completion Date.

13. Contractor’s Risks

13.1 From the Starting Date until the Defects Correction Certificate has been issued, the risks of personal injury, death, and loss of or damage to property (including, without limitation, the Works, Plant, Materials, and Equipment) which are not Procuring Entity’s risks are Contractor’s risks.

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14. Insurance 14.1 The Contractor shall provide, in the joint names of the

Procuring Entity and the Contractor, insurance cover from the Start Date to the end of the Defects Liability Period, in the amounts and deductibles stated in the Contract Data Sheet for the following events which are due to the Contractor’s risks:

(a) Loss of or damage to the Works, Plant, and Materials;

(b) Loss of or damage to Equipment;

(c) Loss of or damage to property (except the Works, Plant, Materials, and Equipment) in connection with the Contract; and

(d) Personal injury or death.

14.2 Policies and certificates for insurance shall be delivered by the Contractor to the Project Manager for the Project Manager’s approval before the Start Date. All such insurance shall provide for compensation to be payable in the types and proportions of currencies required to rectify the loss or damage incurred.

14.3 If the Contractor does not provide any of the policies and certificates required, the Procuring Entity may affect the insurance which the Contractor should have provided and recover the premiums the Procuring Entity has paid from payments otherwise due to the Contractor or, if no payment is due, the payment of the premiums shall be a debt due.

14.4 Alterations to the terms of insurance shall not be made without the approval of the Project Manager.

14.5 Both parties shall comply with any conditions of the insurance policies.

15. Site Investigation Reports

15.1 The Contractor, in preparing the Tender, shall rely on any Site Investigation Reports referred to in the Contract Data Sheet, supplemented by any information available to the Tenderers.

16. Queries about the Contract Data Sheet

16.1 The Project Manager will clarify queries on the Contract Data Sheet.

17. Contractor to Construct the

17.1 The Contractor shall construct and install the Works in accordance with the Specifications and Drawings.

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Works

18. Commencement and Completion

18.1 The Contractor may commence execution of the Works on the Start Date and shall carry out the Works in accordance with the Programme submitted by the Contractor, as updated with the approval of the Project Manager, and complete them by the Intended Completion Date.

19. Approval by the Project Manager

19.1 The Contractor shall submit Specifications and Drawings showing the proposed Temporary Works to the Project Manager, who is to approve them if they comply with the Specifications and Drawings.

19.2 The Contractor shall be responsible for the design of Temporary Works.

19.3 The Project Manager’s approval shall not alter the Contractor’s responsibility for design of the Temporary Works.

19.4 The Contractor shall obtain approval of third parties to the design of the Temporary Works, where required.

19.5 All Drawings prepared by the Contractor for the execution of the temporary or permanent Works, are subject to prior approval by the Project Manager before their use.

20. Protection of the Environment

20.1 The Contractors shall take all reasonable steps to protect the environment and to limit damage and nuisance to people and property resulting from pollution, noise and other results of his operations.

20.2 The Contractors shall ensure that emissions, surface discharges and effluent from his activities shall not exceed prescribed values in the environmental laws.

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21. Labour Laws a. The Contractor shall comply with all the relevant

labour laws applicable in the Country, including laws relating to workers employment, working hours, health, safety, welfare, and immigration, and shall allow them all their legal rights.

b. The Contractor shall require his employees to obey all applicable laws, including those concerning safety at work.

22. Health and Safety

22.1 The Contractor shall at all times take all reasonable precautions to maintain the health and safety of his personnel.

22.2 The Contractor shall ensure that first aid facilities are available at all times at the site and that suitable arrangements are made for all necessary welfare and hygiene requirements and for the prevention of epidemics.

22.3 The Contractor shall notify the Procuring Entity details of any accident as soon as practicable after its occurrence. The Contractor shall maintain records and make reports concerning health, safety, and welfare of persons, and damage to the property, as the Procuring Entity may reasonably require.

22.4 The Contractor shall conduct an HIV-Aids awareness programme, and shall take other such measures as specified in the Contract Data Sheet to reduce the risk of transfer of HIV virus between and among Contractor personnel, the Procuring Entity’s Staff and the surrounding community.

23. Discoveries 23.1 Anything of historical or other interest or of significant

value unexpectedly discovered on the Site shall be the property of the Procuring Entity. The Contractor shall notify the Project Manager of such discoveries and carry out the Project Manager's instructions for dealing with them.

24. Possession of the Site

24.1 The Procuring Entity shall give possession of all parts of the Site to the Contractor. If possession of a part is not given by the date stated in the Contract Data Sheet, the Procuring Entity will be deemed to have delayed the start of the relevant activities, and this will be a Compensation Event.

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25. Access to the Site

25.1 The Contractor shall allow the Project Manager and any person authorized by the Project Manager access to the Site and to any place where work in connection with the Contract is being carried out or is intended to be carried out.

26. Instructions, Inspections and Audits

26.1 The Contractor shall carry out all instructions of the Project Manager which comply with the applicable laws where the Site is located.

26.2 The Contractor shall permit the Kenya Government to inspect the Contractor’s accounts and records relating to the performance of the Contractor and to have them audited by auditors appointed by the Kenya Government, if so required by the Kenya Government

27. Disputes 27. 1 If the Contractor believes that a decision taken by the

Project Manager was either outside the authority given to the Project Manager by the Contract or that the decision was wrongly taken, the decision shall be referred to the Adjudicator within 14 days of the notification of the Project Manager’s decision.

28. Procedure for Disputes

28.1 The Adjudicator shall give a decision in writing within 28 days of receipt of a notification of a dispute.

28.2 The Adjudicator shall be paid by the hour at the rate specified in the Tender Data Sheet and Contract Data Sheet, together with reimbursable expenses of the types specified in the Contract Data Sheet, and the cost shall be divided equally between the Procuring Entity and the Contractor, whatever decision is reached by the Adjudicator. Either party may refer a decision of the Adjudicator to an Arbitrator within 28 days of the Adjudicator’s written decision. If neither party refers the dispute to arbitration within the above 28 days, the Adjudicator’s decision will be final and binding.

28.3 The arbitration shall be conducted in accordance with the arbitration procedure published by the institution named and in the place shown in the Contract Data Sheet.

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29. Replacement of Adjudicator

29.1 Should the Adjudicator resign or die, or should the Procuring Entity and the Contractor agree that the Adjudicator is not functioning in accordance with the provisions of the Contract, a new Adjudicator will be jointly appointed by the Procuring Entity and the Contractor. In case of disagreement between the Procuring Entity and the Contractor, within 30 days, the Adjudicator shall be designated by the Appointing Authority designated in the Contract Data Sheet at the request of either party, within 14 days of receipt of such request.

B. Time Control

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30. Programme 30.1 Within the time stated in the Contract Data Sheet, the

Contractor shall submit to the Project Manager for approval a Programme showing the general methods, arrangements, order, and timing for all the activities in the Works.

a. An update of the Programme shall be a programme showing the actual progress achieved on each activity and the effect of the progress achieved on the timing of the remaining work, including any changes to the sequence of the activities.

30.3 The Contractor shall submit to the Project Manager for approval an updated Programme at intervals no longer than the period stated in the Contract Data Sheet. If the Contractor does not submit an updated Programme within this period, the Project Manager may withhold the amount stated in the Contract Data Sheet from the next payment certificate and continue to withhold this amount until the next payment after the date on which the overdue Programme has been submitted.

30.4 The Project Manager’s approval of the Programme shall not alter the Contractor’s obligations. The Contractor may revise the Programme and submit it to the Project Manager again at any time. A revised Programme shall show the effect of Variations and Compensation Events

31. Extension of the Intended Completion Date

31.1 The Project Manager shall extend the Intended Completion Date if a Compensation Event occurs or a Variation is issued which makes it impossible for Completion to be achieved by the Intended Completion Date without the Contractor taking steps to accelerate the remaining work, which would cause the Contractor to incur additional cost.

31.2 The Project Manager shall decide whether and by how much to extend the Intended Completion Date within 21 days of the Contractor asking the Project Manager for a decision upon the effect of a Compensation Event or Variation and submitting full supporting information. If the Contractor has failed to give early warning of a delay or has failed to cooperate in dealing with a delay, the delay by this failure shall not be considered in assessing the new Intended Completion Date.

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32. Acceleration 32.1 When the Procuring Entity wants the Contractor to finish

before the Intended Completion Date, the Project Manager will obtain priced proposals for achieving the necessary acceleration from the Contractor. If the Procuring Entity accepts these proposals, the Intended Completion Date will be adjusted accordingly and confirmed by both the Procuring Entity and the Contractor.

32.2 If the Contractor’s priced proposals for acceleration are accepted by the Procuring Entity, they shall be incorporated in the Contract Price and treated as a Variation.

33. Delays Ordered by the Project Manager

33.1 The Project Manager may instruct the Contractor to delay the start or progress of any activity within the Works.

34. Management Meetings

34.1 Either the Project Manager or the Contractor may require the other to attend a management meeting. The business of a management meeting shall be to review the plans for remaining work and to deal with matters raised in accordance with the early warning procedure.

34.2 The Project Manager shall record the business of management meetings and provide copies of the record to those attending the meeting and to the Procuring Entity. The responsibility of the parties for actions to be taken shall be decided by the Project Manager either at the management meeting or after the management meeting and stated in writing to all who attended the meeting.

35. Early Warning

35.1 The Contractor shall warn the Project Manager at the earliest opportunity of specific likely future events or circumstances that may adversely affect the quality of the work, increase the Contract Price or delay the execution of the Works. The Project Manager may require the Contractor to provide an estimate of the expected effect of the future event or circumstance on the Contract Price and Completion Date. The estimate shall be provided by the Contractor as soon as reasonably possible.

35.2 The Contractor shall cooperate with the Project Manager in making and considering proposals for how the effect of such an event or circumstance can be avoided or reduced by anyone involved in the work and in carrying out any resulting instruction of the Project Manager.

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C. Quality Control

36. Identifying Defects

36.1 The Project Manager shall check the Contractor’s work and notify the Contractor of any Defects that are found. Such checking shall not affect the Contractor’s responsibilities. The Project Manager may instruct the Contractor to search for a Defect and to uncover and test any work that the Project Manager considers may have a Defect.

37. Tests 37.1 If the Project Manager instructs the Contractor to carry out

a test not specified in the Specification to check whether any work has a Defect and the test shows that it does, the Contractor shall pay for the test and any samples. If there is no Defect, the test shall be a Compensation Event.

38. Correction of Defects

a. The Project Manager shall give notice to the Contractor of any Defects before the end of the Defects Liability Period, which begins at Completion, and is defined in the Contract Data Sheet. The Defects Liability Period shall be extended for as long as Defects remain to be corrected.

b. Every time notice of a Defect is given, the Contractor shall correct the notified Defect within the length of time specified by the Project Manager’s notice.

c. If the Contractor has not corrected a defect within the time specified in the Procuring Entity’s notice, a penalty for lack of performance will be paid by the Contractor. The amount to be paid will be calculated as a percentage of the cost of having the defect correct, assessed as described in Clause 39.

39. Uncorrected Defects

39.1 If the Contractor has not corrected a Defect within the time specified in the Project Manager’s notice, the Project Manager will assess the cost of having the Defect corrected, and the Contractor will pay this amount.

D. Cost Control

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40. Bill of Quantities

40.1 The Bill of Quantities shall contain items for the construction, installation, testing, and commissioning work to be done by the Contractor.

40.2 The Bill of Quantities is used to calculate the Contract Price. The Contractor shall be paid for the quantity of the work done at the rate in the Bill of Quantities for each item.

41. Changes in the Quantities

41.1 If the final quantity of the work done differs from the quantity in the Bill of Quantities for the particular item by more than 25 percent, provided the change exceeds 1 percent of the Initial Contract Price, the Project Manager shall adjust the rate to allow for the change.

41.2 The Project Manager shall not adjust rates from changes in quantities if thereby the Initial Contract Price is exceeded by more than 15 percent, except with the prior approval of the Procuring Entity.

41.3 If requested by the Project Manager, the Contractor shall provide the Project Manager with a detailed cost breakdown of any rate in the Bill of Quantities.

42. Variations 42.1 All Variations shall be included in the updated

Programmes produced by the Contractor.

43. Payments for Variations

43.1 The Contractor shall provide the Project Manager with a quotation for carrying out the Variation when requested to do so by the Project Manager. The Project Manager shall assess the quotation, which shall be given within seven days of the request or within any longer period stated by the Project Manager and before the Variation is ordered.

43.2 If the work in the Variation corresponds with an item description in the Bill of Quantities and if, in the opinion of the Project Manager, the quantity of work is above the limit stated in Sub-Clause 41.1 or the timing of its execution do not cause the cost per unit of quantity to change, the rate in the Bill of Quantities shall be used to calculate the value of the Variation. If the cost per unit of quantity changes, or if the nature or timing of the work in the Variation does not correspond with items in the Bill of Quantities, the quotation by the Contractor shall be in the form of new rates for the relevant items of work.

43.3 If the Contractor’s quotation is unreasonable, the Project Manager may order the Variation and make a change to the Contract Price, which shall be based on the Project Manager’s own forecast of the effects of the Variation on

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the Contractor’s costs.

43.4 If the Project Manager decides that the urgency of varying the work would prevent a quotation being given and considered without delaying the work, no quotation shall be given and the Variation shall be treated as a Compensation Event.

43.5 The Contractor shall not be entitled to additional payment for costs that could have been avoided by giving early warning.

44. Cash Flow Forecasts

44.1 When the Programme is updated, the Contractor shall provide the Project Manager with an updated cash flow forecast. The cash flow forecast shall include different currencies, as defined in the Contract, converted as necessary using the Contract exchange rates.

45. Payment Certificates

45.1 The Contractor shall submit to the Project Manager monthly statements of the estimated value of the work executed less the cumulative amount certified previously.

45.2 The Project Manager shall check the Contractor’s monthly statement and certify the amount to be paid to the Contractor within twenty eight 28 days of receipt of the certificate from the contractor.

45.3 The value of work executed shall be determined by the Project Manager.

45.4 The value of work executed shall comprise the value of the quantities of the items in the Bill of Quantities completed.

45.5 The value of work executed shall include the valuation of Variations and Compensation Events.

45.6 The Project Manager may exclude any item certified in a previous certificate or reduce the proportion of any item previously certified in any certificate in the light of later information.

45.7 The Project Manager shall not be bound to certify any payment, if the net amount, after all retentions and deductions would be less than minimum amount of Interim Payment Certificate stated in the Contract Data Sheet.

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46. Payments 46.1 Payments shall be adjusted for deductions for advance

payments and retention. The Procuring Entity shall pay the Contractor the amounts certified by the Project Manager within 28 days of the date of each certificate. If the Procuring Entity makes a late payment, the Contractor shall be paid interest on the late payment in the next payment Interest shall be calculated from the date by which the payment should have been made up to the date when the late payment is made at the prevailing rate of interest for commercial borrowing for each of the currencies in which payments are made as indicated in the Contract Data Sheet..

a. If an amount certified is increased in a later certificate or as a result of an award by the Adjudicator or an Arbitrator, the Contractor shall be paid interest upon the delayed payment as set out in this clause. Interest shall be calculated from the date upon which the increased amount would have been certified in the absence of dispute.

46.3 Unless otherwise stated, all payments and deductions will be paid or charged in the proportions of currencies comprising the Contract Price.

46.4 Items of the Works for which no rate or price has been entered in will not be paid for by the Procuring Entity and shall be deemed covered by other rates and prices in the Contract.

47. Compensation Events

47.1 The following shall be Compensation Events:

(a) The Procuring Entity does not give access to a part of the Site by the Site Possession Date stated in the Contract Data Sheet.

(b) The Procuring Entity modifies the Schedule of Other Contractors in a way that affects the work of the Contractor under the Contract.

(c) The Project Manager orders a delay or does not issue Drawings, Specifications, or instructions required for execution of the Works on time.

(d) The Project Manager instructs the Contractor to uncover or to carry out additional tests upon work, which is then found to have no Defects.

(e) The Project Manager unreasonably does not approve a subcontract to be let.

(f) Ground conditions are substantially more adverse

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than could reasonably have been assumed before issuance of the Letter of Acceptance from the information issued to Tenderers (including the Site Investigation Reports), from information available publicly and from a visual inspection of the Site.

(g) The Project Manager gives an instruction for dealing with an unforeseen condition, caused by the Procuring Entity, or additional work required for safety or other reasons.

(h) Other contractors, public authorities, utilities, or the Procuring Entity does not work within the dates and other constraints stated in the Contract, and they cause delay or extra cost to the Contractor.

(i) The advance payment is delayed.

(j) The effects on the Contractor of any of the Procuring Entity’s Risks.

(k) The Project Manager unreasonably delays issuing a Certificate of Completion.

(l) Other Compensation Events described in the Contract or determined by the Project Manager shall apply.

47.2 If a Compensation Event would cause additional cost or would prevent the work being completed before the Intended Completion Date, the Contract Price shall be increased and/or the Intended Completion Date shall be extended. The Project Manager shall decide whether and by how much the Contract Price shall be increased and whether and by how much the Intended Completion Date shall be extended.

47.3 As soon as information demonstrating the effect of each Compensation Event upon the Contractor’s forecast cost has been provided by the Contractor, it shall be assessed by the Project Manager, and the Contract Price shall be adjusted accordingly. If the Contractor’s forecast is deemed unreasonable, the Project Manager shall adjust the Contract Price based on the Project Manager’s own forecast. The Project Manager will assume that the Contractor will react competently and promptly to the event.

47.4 The Contractor shall not be entitled to compensation to the extent that the Procuring Entity’s interests are adversely affected by the Contractor’s not having given early warning or not having cooperated with the Project

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Manager.

48. Taxes 48.1 The Project Manager shall adjust the Contract Price if

taxes, duties, and other levies are changed between the date 28 days before the submission of Tenders for the Contract and the date of the last Completion certificate. The adjustment shall be the change in the amount of tax payable by the Contractor, provided such changes are not already reflected in the Contract Price or are a result of Clause 50.

49. Currencies 49.1 Where payments are made in currencies other than the

Kenya Shillings, the exchange rates used for calculating the amounts to be paid shall be the exchange rates stated in the Contractor’s Tender.

50. Price Adjustment

50.1 The amounts payable to the Contractor, in various currencies pursuant to Sub-Clause 45.1, shall be adjusted in respect of the rise or fall in the cost of labour, Contractor’s Equipment, Plant, materials, and other inputs to the Works, by applying to such amounts the formulae prescribed in this clause based on the prevailing consumer price index obtained from the Central Bureau of Statistics or the monthly inflation rate issued by the Central Bank of Kenya.

50.2 To the extent that full compensation for any rise or fall in costs to the Contractor is not covered by the provisions of this or other clauses in the Contract, the unit rates and prices included in the Contract shall be deemed to include amounts to cover the contingency of such other rise or fall of costs.

50.3 The adjustment to be applied to amount payable to the Contractor as certified in Payment Certificates shall be determined formulae for each of the currencies in which the Contract Price is payable. No adjustment is to be applied to work valued on the basis of Cost or current prices. The formulae shall be as follows;

where; Pn is a price adjustment factor to be applied to the amount in each specific currency for the payment of the work carried out in the subject month, where such variations and day work are

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not otherwise subject to adjustment;

a is a constant, specified in the Appendix to Tender, representing the nonadjustable portion in contractual payments; b, c, d, etc., are weightings or coefficients representing the estimated proportion of each cost element (labour, materials, equipment usage, etc.) in the Works or sections thereof, net of Provisional Sums, as specified in the Appendix to Tender; the sum of a, b, c, d, etc., shall be one; Ln, Mn, En, etc., are the current cost indices or reference prices of the cost elements in the specific currency of origin for month “n,” determined pursuant to Sub-Clause 50.5, applicable to each cost element; and Lo, Mo, Eo, etc., are the base cost indices or reference prices corresponding to the above cost elements at the date specified in Sub-Clause 50.5

The value of net work done, certified by the Project Manager, in any monthly Interim or Final Certificate as payable by the Procuring Entity to the Contractor before deduction of any retention money shall be increased or decreased by an amount of ‘F’.

where; The effective value Pc of work done which is to be subjected to increase or decrease shall be the difference between:

a. the amount which, in the opinion of the Project Manager, is due to the Contractor under Clause 45 (before deduction of retention money and before deducting sums previously paid on account) less:

b. any amount for payment or repayment of any advance payment;

c. any amount for materials on site (if any);

d. any amounts for nominated sub-contractors (if any)

e. any amounts for any other items based on actual cost or current prices; or

f. any sums for increase or decreases in the Contract

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Price paid under this Sub-Clause

and g. The amount calculated in accordance with (i) above

of this Sub-clause and included in the last preceding statement.

50.4The sources of indices shall be those listed in the

Appendix to Tender, as approved by the Engineer. Indices shall be appropriate for their purpose and shall relate to the Contractor’s proposed source of supply of inputs on the basis of which his Contract Price and expected foreign currency requirements shall have been computed. As the proposed basis for price adjustment, the Contractor shall have submitted with his Tender the tabulation of Weightings and Source of Indices in the Appendix to Tender, which shall be subject to approval by the Engineer.

50.5 The base cost indices or prices shall be those prevailing

on the day 28 days prior to the latest date for submission of Tenders. Current indices or prices shall be those prevailing on the day 28 days prior to the last day of the period to which a particular Interim Payment Certificate is related. If at any time the current indices are not available, provisional indices as determined by the Engineer will be used, subject to subsequent correction of the amounts paid to the Contractor when the current indices become available.

50.6 If the Contractor fails to complete the Works within the

time for completion prescribed under Clause 58 adjustment of prices thereafter until the date of completion of the Works shall be made using either the indices or prices relating to the prescribed time for completion, or the current indices or prices, whichever is more favorable to the Procuring Entity, provided that if an extension of time is granted pursuant to Clause 28, the above provision shall apply only to adjustments made after the expiry of such extension of time.

50.7 The weightings for each of the factors of cost given in

the Appendix to Tender shall be adjusted if, in the opinion of the Engineer, they have been rendered unreasonable, unbalanced, or inapplicable as a result of varied or additional work already executed or instructed under Clause 43 or for any other reason.

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51. Retention 51.1 The Procuring Entity shall retain from each payment due

to the Contractor the proportion stated in the Contract Data Sheet until Completion of the whole of the Works.

51.2 On completion of the whole of the Works, half the total amount retained shall be repaid to the Contractor and the other half when the Defects Liability Period has passed and the Project Manager has certified that all Defects notified by the Project Manager to the Contractor before the end of this period have been corrected.

51.3 On completion of the whole Works, the Contractor may substitute retention money with an “on demand” Bank guarantee.

52. Liquidated Damages

52.1 The Contractor shall pay liquidated damages to the Procuring Entity at the rate per day stated in the Contract Data Sheet for each day that the Completion Date is later than the Intended Completion Date. The total amount of liquidated damages shall not exceed the amount defined in the Contract Data Sheet. The Procuring Entity may deduct liquidated damages from payments due to the Contractor. Payment of liquidated damages shall not affect the Contractor’s liabilities.

a. If the Intended Completion Date is extended after liquidated damages have been paid, the Project Manager shall correct any overpayment of liquidated damages by the Contractor by adjusting the next payment certificate. The Contractor shall be paid interest on the overpayment, calculated from the date of payment to the date of repayment, at the rates specified in Sub-Clause 46.1.

b. If the Contractor has not corrected a defects within the time specified in the Procuring Entity’s notice, the Procuring Entity will assess the cost of having the defect corrected, the Contractor will pay this amount, and a penalty for lack of performance calculated as described in Clause 38.

53. Bonus 53.1 The Contractor shall be paid a Bonus calculated at the

rate per calendar day stated in the Contract Data Sheet for each day (less any days for which the Contractor is paid for acceleration) that the Completion is earlier than the Intended Completion Date. The Project Manager shall certify that the Works are complete, although they may not be due to be complete.

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54. Advance Payment

54.1 The Procuring Entity shall make advance payment to the Contractor of the amounts stated in the Contract Data Sheet by the date stated in the Contract Data Sheet, against provision by the Contractor of an Unconditional Bank Guarantee in a form and by a bank acceptable to the Procuring Entity in amounts and currencies equal to the advance payment. The Guarantee shall remain effective until the advance payment has been repaid, but the amount of the Guarantee shall be progressively reduced by the amounts repaid by the Contractor. Interest will not be charged on the advance payment.

54.2 The Contractor is to use the advance payment only to pay for Equipment, Plant, Materials, and mobilization expenses required specifically for execution of the Contract. The Contractor shall demonstrate that advance payment has been used in this way by supplying copies of invoices or other documents to the Project Manager.

54.3 The advance payment shall be repaid by deducting proportionate amounts from payments otherwise due to the Contractor, following the schedule of completed percentages of the Works on a payment basis. No account shall be taken of the advance payment or its repayment in assessing valuations of work done, Variations, price adjustments, Compensation Events, Bonuses, or Liquidated Damages.

55. Performance Securities

55.1 The Performance Security shall be provided to the Procuring Entity no later than the date specified in the Letter of Acceptance and shall be issued in an amount and form and by a bank or surety acceptable to the Procuring Entity, and denominated in the types and proportions of the currencies in which the Contract Price is payable. The Performance Security shall be valid until a date 28 days from the date of issue of the Certificate of Completion in the case of a Bank Guarantee, and until one year from the date of issue of the Completion Certificate in the case of a Performance Bond.

56. Day works 56.1 If applicable, the Day works rates in the Contractor’s

Tender shall be used for small additional amounts of work only when the Project Manager has given written instructions in advance for additional work to be paid for in that way.

56.2 All work to be paid for as Day works shall be recorded by the Contractor on forms approved by the Project Manager. Each completed form shall be verified and signed by the Project Manager within two days of the work being done.

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56.3 The Contractor shall be paid for Day works subject to obtaining signed Day works forms.

57. Cost of Repairs

57.1 Loss or damage to the Works or Materials to be incorporated in the Works between the Start Date and the end of the Defects Correction periods shall be remedied by the Contractor at the Contractor’s cost if the loss or damage arises from the Contractor’s acts or omissions.

E. Finishing the Contract

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58. Completion Certificate

58.1 The Contractor shall request the Project Manager to issue a certificate of Completion of the Works, and the Project Manager will do so upon deciding that the work is completed.

59. Taking Over 59.1 The Procuring Entity shall take over the Site and the Works

within seven days of the Project Manager’s issuing a certificate of Completion.

60. Final Account

60.1 The Contractor shall supply the Project Manager with a detailed account of the total amount that the Contractor considers payable under the Contract before the end of the Defects Liability Period. The Project Manager shall issue a Defects Liability Certificate and certify any final payment that is due to the Contractor within 56 days of receiving the Contractor’s account if it is correct and complete. If it is not, the Project Manager shall issue within 56 days a schedule that states the scope of the corrections or additions that are necessary. If the Final Account is still unsatisfactory after it has been resubmitted, the Project Manager shall decide on the amount payable to the Contractor and issue a payment certificate.

61. Operating and Maintenance Manuals

61.1 If “as built” Drawings and/or operating and maintenance manuals are required, the Contractor shall supply them by the dates stated in the Contract Data Sheet.

61.2 If the Contractor does not supply the Drawings and/or manuals by the dates stated in the Contract Data Sheet, or they do not receive the Project Manager’s approval, the Project Manager shall withhold the amount stated in the Contract Data Sheet from payments due to the Contractor.

62. Termination 62.1 The Procuring Entity or the Contractor may terminate the

Contract if the other party causes a fundamental breach of the Contract.

62.2 Fundamental breaches of Contract shall include, but shall not be limited to, the following:

(a) The Contractor stops work for 28 days when no stoppage of work is shown on the current Programme and the stoppage has not been authorized by the Project Manager;

(b) The Project Manager instructs the Contractor to delay the progress of the Works, and the instruction is not withdrawn within 28 days;

(c) The Procuring Entity or the Contractor is made bankrupt or goes into liquidation other than for a reconstruction or amalgamation;

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(d) A payment certified by the Project Manager is not paid by the Procuring Entity to the Contractor within 84 days of the date of the Project Manager’s certificate;

(e) The Project Manager gives Notice that failure to correct a particular Defect is a fundamental breach of Contract and the Contractor fails to correct it within a reasonable period of time determined by the Project Manager;

(f) The Contractor does not maintain a Security, which is required; and

(g) The Contractor has delayed the completion of the Works by the number of days for which the maximum amount of liquidated damages can be paid, as defined in the Contract Data Sheet.

(h) If the Contractor, in the judgment of the Procuring Entity has engaged in corrupt or fraudulent practices in competing for or in executing the Contract.

For the purpose of this paragraph:

“corrupt practice” means the offering, giving, receiving or soliciting of anything of value to influence the action of a public official in the procurement process or in contract execution and includes inter alia, bribery and extortion or coercion which involves threats of injury to person ,property or reputation, and.

“fraudulent practice” means a misrepresentation of facts in order to influence a procurement process or the execution of a contract to the detriment of the Procuring Entity, and includes collusive practice among Tenderers (prior to or after Tender submission) designed to establish Tender prices at artificial non-competitive levels and to deprive the Procuring Entity of the benefits of free and open competition.

62.3 When either party to the Contract gives notice of a breach of Contract to the Project Manager for a cause other than those listed under Sub-Clause 62.2 above, the Project Manager shall decide whether the breach is fundamental or not.

62.4 Notwithstanding the above, the Procuring Entity may terminate the Contract for convenience.

62.5 If the Contract is terminated, the Contractor shall stop work immediately, make the Site safe and secure, and leave the Site as soon as reasonably possible.

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63. Payment upon Termination

63.1 If the Contract is terminated because of a fundamental breach of Contract by the Contractor, the Project Manager shall issue a certificate for the value of the work done and Materials ordered less advance payments received up to the date of the issue of the certificate and less the percentage to apply to the value of the work not completed, as indicated in the Contract Data Sheet. Additional Liquidated Damages shall not apply. If the total amount due to the Procuring Entity exceeds any payment due to the Contractor, the difference shall be a debt payable to the Procuring Entity.

63.2 If the Contract is terminated for the Procuring Entity’s convenience or because of a fundamental breach of Contract by the Procuring Entity, the Project Manager shall issue a certificate for the value of the work done, Materials ordered, the reasonable cost of removal of Equipment, repatriation of the Contractor’s personnel employed solely on the Works, and the Contractor’s costs of protecting and securing the Works, and less advance payments received up to the date of the certificate.

64. Property 64.1 All Materials on the Site, Plant, Equipment, Temporary

Works, and Works shall be deemed to be the property of the Procuring Entity if the Contract is terminated because of the Contractor’s default.

65. Release from Performance

65.1 If the Contract is frustrated by the outbreak of war or by any other event entirely outside the control of either the Procuring Entity or the Contractor, the Project Manager shall certify that the Contract has been frustrated. The Contractor shall make the Site safe and stop work as quickly as possible after receiving this certificate and shall be paid for all work carried out before receiving it and for any work carried out afterwards to which a commitment was made.

66. Suspension of Financing

66.1 In the event that the source of financing is suspended to the Procuring Entity, from which part of the payments to the Contractor are being made:

(a) The Procuring Entity is obligated to notify the Contractor of such suspension within 7 days of having received the financing agency’s suspension notice.

(b) If the Contractor has not received sums due it within the 28 days for payment provided for in Sub-Clause 46.1, the Contractor may immediately issue a 14-day termination notice.

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SECTION V: CONTRACT DATA SHEET (CDS)

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Contract Data Sheet APPENDIXTOCONDITIONSOFCONTRACT

Contract Data Sheet Instructions for completing the Contract Data Sheet

CDS Clause

GCC Clause

Description

1.

1.1

A. General

The Procuring Entity is; Kenya Railways P.O. Box 30121-00100 NAIROBI The Adjudicator shall beappointed by the Chartered Institute of Arbitrators (Kenya Branch). The Defects Liability Period is Twelve (12) months after practical completion of works The Contractor Manager is; To be named byKenya Railways The name and identification number of the Contract is THE PROPOSED RELOCATION OF: VOI GIRLS RESCUE CENTRE. Tender No. KRC/PLM/020/2017-2018 TheWorksconsistsofConstructionandcompletionofaprimary

schoolconsistingof; classrooms,AdministrationBlock,Kitchen/dining,pitlatrines, external works,fenceandgate,sportsfields;whichincludesbutis notlimitedtoall builders, external works, engineering serviceworks andassociatedcivil works.

The Start Date shall be as agreed with the Project Manager. The Intended Completion Date for the whole of the Works shall be .......................... months after Site hand over. The following documents also form part of the Contract:

(1) Agreement; (2) Letter of Acceptance; (3) Contract Data Sheet;

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(4) Conditions of Contract; (5) Technical Specifications; (6) Contractor’s Tender; (7) Drawings; (8) Bill of Quantities

The Site is located atVoi Girls Rescue Centre. – Kwale County.

2. 2.2 Site Investigation Reports available to the Tenderers are: N/A

3. 2.3(9) List other documents that form part of the contract if any: Standard Specifications for Building works

4.

3.1 The language of the Contract documents is English

5. 3.1 The law that applies to the Contract is the Kenyan Law.

6. 9.1 Schedule of Other Contractors, if any: Other Contractors, utilities etc, to be engaged by the Main Contractor on the site Include those for the execution of; 1. Electrical Installation Works 2. Mechanical Installation Works 3. Structured Cabling Installation Works 4. Water Installation Works

7. 10.1 Schedule of Key Personnel. The applicant must have suitably qualified personnel to fill the following managerial and supervisory positions; Position Minimum

Qualification Total experience (years)

In similar works (years)

As manager/supervisor of similar works (years)

Civil Engineer

Degree In Civil Engineering

5 3 3

Quantity Surveyor

Degree in Building Economics

5 3 3

Construction Project Manager

Degree in Project Management or Construction Management

5 3 2

Site Agent Diploma in Building or related services

3 2 2

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Foreman- building Works

Diploma in Civil/ Building Engineering.

3 2 2

8. 14.1 The minimum Insurance covers shall be:

(a) Loss of or damage to the Works, Plant, and Materials: Full replacement cost but not less than the contract price

(b) Loss of or damage to Equipment: Kshs 5,000,000.00 (Five Million)

(c) Loss of or damage to property (except the Works, Plant, Materials, and Equipment) in connection with the Contract:

Kshs 5, 000,000.00.

(d) Personal injury or death

§ For contractor’s employees- Kshs 5 million (Five Million)

§ For other people- Kshs 5 million (Five Million)

9. 24.1 The Site Possession Date shall be: Seven (7) days after Engineers order to commence.

10. 28.2 Hourly Rate of Fees payable to the Adjudicator shall be as recommended by

the Chartered Institute of Arbitrators (Kenya Branch) Types of reimbursable expenses to be paid to the Adjudicator shall be as provided for in the rules of the Chartered Institute of Arbitrators (Kenya Branch).

11. 28.3 Arbitration will take place in accordance with the Laws of Kenya and the Arbitration Rules of the Chartered Institute of Arbitrators (Kenya Branch) by one or more arbitrators appointed by the Chartered Institute of Arbitrators (Kenya Branch).

12. 29.1 Appointing Authority for the Adjudicator: Chairman, Institute of Arbitration of Kenya

B. Time Control

13. 30.1 The Contractor shall submit a revised program for the Works within Thirty (30) days of delivery of the Letter of Acceptance

14. 30.1 The period between Programme updates is 14 days.

15. 30.3 The amount to be withheld by the Project Manager in the case the contractor does not submit an updated programme is: Kshs “Full Certificate”.

C. Quality Control

16. 38.1 The Defects Liability Period is Twelve (12) months after practical completion of works

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D. Cost Control

17. 45.7 The minimum payment per certificate is Kshs. 3,000,000.00 (Main Contractor Works) & 1,000,000.00 Sub-Contractor Works

18. 46.1 The interest rate shall be 2% above the average lending rate from Central Bank of Kenya

19. 47.1(a) The Site Possession Date shall be TBA.

20. 50.1 The Price Adjustment Clause Shall apply

21. 51.1 The amount of retention is 10% of value of works of Interim Payment Certificate’.

Limit of retention will be 5%of contract price. 52.1 62.2

(g) The rate of liquidated damages is 500,000.00 per week or part thereof up-to 10% of contract price.

22. 54.1 The amount of advance payment shall be 10 per cent of the contract sumagainst an conditional bank guarantee approved by the Employer

23. 54.1 Advance Payment Shall not be granted

24. 54.1 Monthly Recovery of Advance Payment: Recovery of the advance will start on the next certificate following the one attaining 20% of the contract sum The advance repayment amount shall be determined by means of the formula

Ri= A(xi – xii) 80-20 where Ri = The amount to be recovered A= The amount of advance which was been granted Xi= The amount of the proposed cumulative payments as a

percentage of the original amount of the contract. This figure will exceed 20 % but not exceed 80 %.

Xii = the amount of the previous cumulative payments as a percentage of the original amount of the contract. This will be below 80 % but not less than 20 %.

25. 55.1 The Performance Security shall be 10% of the contract price

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SECTION VI: SCHEDULEOFREQUIREMENTS Potentialbiddersarerequiredtosubmitdetailsofat leastfive(5No.)organizationswheretheyhave undertakensimilarservicesintheformatgivenbelow.Thisissothatreferencesmaybeobtained.

No. CONTRACTINFORMATION DETAIL

S 1 CompanyName NameofContactperson Designation Telephone/MobileNumber E-mailaddress 2 CompanyName

NameofContactperson Designation Telephone/MobileNumber E-mailaddress 3 CompanyName

NameofContactperson Designation Telephone/MobileNumber E-mailaddress 4 CompanyName

NameofContactperson Designation Telephone/MobileNumber E-mailaddress 5 CompanyName

NameofContactperson Designation Telephone/MobileNumber E-mailaddress

EnsureyouprovidedreferencelettersforALLtheaboveorganizations,dulysignedandstamped bytherelevantofficer. Addressed to Managing Director Kenya Railways.

ThereferencelettersMUSTbeontheorganization’sletterhead.

PRELIMINARY/MANDATORY EVALUATION CRITERIA

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At ThisStage,theTenderersSubmissionWillEitherBe ResponsiveorNon Responsive. TheNonResponsive Bids Will not proceed to Technical Evaluation Stage.

PARTICULARSOFAPPENDIXTO INSTRUCTIONSTOTENDERS

RESPONSIVE/

NONRESPONSIVE YES/

NO EligibleTenderers:FirmsregisteredinKenya EligibleSourceCountries:OnlyfirmsRegisteredinKenya TenderValidityPeriod:Thetendershallbevalidfor120daysfromthedateof tender opening.

Tenderers are required to submit copies of the following MANDATORY DOCUMENTS which will be used during Preliminary Examination to determine responsiveness:

1. Certified Copy of Certificate of Registration/Incorporation 2. Valid i-Tax Compliance Certificate from KRA 3. A bid bond of Kshs. 4,000,000.00from a Commercial Bank

Registered in Kenya, valid for 150 days from date of opening of the tender

4. Certified Audited Accounts for the last three consecutive years (2014, 2015 & 2016).

5. The tender must be authorized through signing by an authorized

personnel officially stamped. (Provide a written Power of Attorney)

6. The tenderer must complete and sign the confidential Business

Questionnaire indicating the names and ownership of all the Directors as appropriate

7. Bidders Must Provide Copy of National Construction Authority under

class NCA 1-4 Only as a Building Works Contractor(accompanied by current practicing license)

8. Bidder Must provide Litigation history, in format provided in the

tender document. (Form Must be filled, Signed and returned with the tender submission)

9. Bidder must fill the Integrity Declaration Forms provided in the

Tender Document

10. Bidders Must have their tender documents paginated (Serialized) to ensure compliance with section 74(1) (i) of Public procurement and Assets Disposal Act, 2015(in the format 1, 2, 3, 4……………….up to the last page).

11. Total number of pages to be indicated on the cover page.

EVALUATION CRITERIA A. TECHNICAL EVALUATION

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S/N EVALUATION ATTRIBUTES SCORE SCORE AWARDED

SCORES AWARDED

T.C1

PLANT AND EQUIPMENT List of appropriate Equipment related to the Building and Constructions. Provide evidence of Ownership / possession or lease/ hire agreement as applicable i) 4 x 2 tippers payload 7-12

tonnes -2 No

ii) Grader – 1 No.

iii) Concreting mixer – 2 No

iv) Concrete Vibrators – 2 No.

2 marks 3 marks 3 marks 2 marks

10 Marks

T.C2

EXPERIENCE OF THE FIRM -Over ten(10) years – 5-10 year – 0-5 years

5 marks 3 marks 0 mark

5 Marks

T.C3

Company’s Annual Turnover ( Average of the 3 Years) - Over 150 million - Between 75-150 million

5 marks 3 marks

5 Marks

T.C4

Provide Five (5No) clients and references where they have offered similar services in the last 5 years. (As a proof, attach BOTH Contract, letter of award and final payment certificate ) ( Similar works are defined as works equivalent to this construction project – Tender Sum) Bidders must provide reference letters with the client’s letterhead, and that are duly signed and stamped by the relevant officer. Kenya Railways may verify the authenticity of

Each Reference meeting the requirement 7 marks, maximum 35- Points

35 Marks

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the letters. Bidders must also use the format provided in Section 5: Schedule of Requirements.

T.C 5

Experience in the County Bidders should provide a list of similar work experience in the County where the project is located.

• Bidders with experience in the Makueni County

• Bidders with no experience in the Makueni

5 Marks 0 Mark

5 Marks

T.C 6

Company and Staff Profile Managerial and Key Personnel Competency Profile Provide Details of any relevant qualification and experience for key professional staff. Bidder Must attach CV, Certified Professional and Academic certificates for all key staff listed. The key Technical staff - provide certification from the relevant professional body.

Civil Engineer – Degree in Civil Engineering, Registered Engineer with Engineer Registration Board 5 years relevant experience.

10 marks 40Marks

Quantity Surveyor – Degree in Building Economics, Quantity Surveyor Eight year’s relevant experience as a quantity surveyor – Registered with BORAQS.

10 marks

Construction / Building Project Manager – Degree in Construction or Project Management 5 years management in Building Construction Project.

10 marks

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Site Agent – Diploma in Building works or related services 3 years’ experience as a site agent.

5 marks

Building Supervisor – Diploma in Building, Civil works 3 years’ Experience in related works.

5 marks

Total Score 100 Marks Cut off mark 70Marks Onlybidderswhoscore 70marks and above in

Technical Evaluation willbesubjectedtofinancialevaluation.Thosewhoscore below70markswillnot proceed to financial evaluation.

B.FINANCIAL EVALUATION

F.C 1

FINANCIAL EVALUATION CRITERIA Financial Evaluation will be based on Least Cost Basis

Kenya Railways will award the tender to the lowest evaluated responsive tender

F.C 2

NO CORRECTION OF ERRORS

Pursuant to Section 82 of Public Procurement and Asset Disposal Act, 2015. The tender sum as submitted and read out during the tender opening shall be absolute and final and shall not be the subject of correction, adjustment or amendment in any way by any person or entity.

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SECTION VII: DRAWINGS

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SECTION VIII: BILLS OF QUANTITY The works shall be executed in accordance with the following specifications and Manuals:

Item DESCRIPTION Kshs. Cts

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PRICINGITEMSOF PRELIMINARIES PricesSHALLBEINSERTEDagainstitemsof“preliminaries” inthe tenderer’spricedBillsof Quantities.Itemsnotpricedshallbe deemed tobe covered by ratesenteredinotheritemsof‘preliminaries’or‘measuredworks’. The contractor is advisedto read and understand allpreliminaryitems.

DESCRIPTION OFTHEWORKS The works to be carried out under this contract basically involve the

constructionand completionoftheProposedVoi Girls RescueCentre approximately8,000square metresconstructedofstrip foundations, reinforcedconcretesuperstructure:masonry walling, andrainwater disposal: finishesas perschedule,andassociatedengineeringservices forClassrooms,AdministrationBlock, Dining/Kitchen,laboratories, dormitory;civil worksandexternal works.

MEASUREMENTS In theevent ofanydiscrepancies arisingbetween theBills of Quantities and the actual works, thesitemeasurements shallgenerallytakeprecedence. However, such discrepancies between anycontract documents shall immediatelybereferred to theProject Manager inaccordancewith Clause22 of theConditions of Contract. Thediscrepancies shallthen betreated as a variation and bedealtwith in accordancewith Clause22 ofthe said Conditions.

LOCATION OFSITE Thesiteoftheproposed worksislocatedinTAITATAVETACOUNTY. The Contractorisadvisedtovisit thesite,to familiarizehimwiththenature and positionofthesite.NoclaimsarisingfromtheContractor’sfailuretodosowill be entertained.

CLEARINGAWAY TheContractor shall remove alltemporaryworks,rubbish, debris and surplus materials from thesite astheyaccumulateand upon completion ofthe works, remove andclear awayall plant, equipment, rubbish, unused works and stains and leaveina cleanand tidystateto thereasonablesatisfaction ofthe Project Manager. Thewholeof theworks shallbedelivered upclean, complete and in perfect

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CLAIMS

It shall bea condition ofthis contract that upon it becoming

reasonably apparent to the Contractor that he has incurred losses and/or expenses dueto anyof the contract conditions, or byanyother reason whatsoever, heshall present such claimor intent to claim noticeto theProject Manager within the contract period. No claims shallbe entertained upon the expiryof thesaid contract period.

ADVANCEPAYMENT

AdvancePayment isnot applicable andshall thereforenot be grantedin this Contract.

PREVENTION OFACCIDENT, DAMAGE OR LOSS

TheContractor is notified that theseworks aretobe carried out on a restricted sitewheretheclient is goingon with other normal activities. TheContractor is instructed to takereasonable carein the execution of theworks as to prevent accidents, damageor lossand disruption of normalactivities being carried out bythe Client. TheContractor shallallow in his rates anyexpensehedeems necessarybytakingsuchcare within the site. Additional to the normal hoarding as hereunder provided, the contractor shall providea covered boardwalk two meters widearound the perimeterof the wholebuildingconstructed of25mmthick timberfloorboardingon 100 x 50mmbearersat 600mm center’s both ways: in both groundand first floor levels:24 gaugegalvanized corrugated iron sheetwalls and truncated roof cover onto 150 x50mmand 100 x50mmtimberframes at 600mm center’s verticallyand horizontallyrespectively.

WORKINGCONDITIONS

TheContractor shallallow in his rates foranyinterferencethat he may encounterin thecourseof execution ofthe worksforthe Client mayin some cases ask theContractornot to proceed with theworks untilsome activities within the site arecompleted.

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DESCRIPTION Kshs. Cts

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SIGN BOARD Allow for providing, erecting, maintainingthroughout the courseof the

Contract and afterwardsclearingawayasignboard as designed, specified and approved bythe ProjectManager.

LABOURCAMPS TheContractor shallnotbe allowed to houselabor on site. She/he shallallow

fortransportingworkersto and from the site duringthe tenureof the contract.

MATERIALSFROMDEMOLITIONS Anymaterials arisingfrom demolitions and not re-used shallbecome the

propertyof KenyaRailways. TheContractor shallallow in his rates the cost of transportingthe demolished materials to asiteto beagreed with theLocal Authority.

PRICING RATES Thetenderer shall includeforallcostsin executingthe whole oftheworks,

includingtransport, replacingdamaged items, fixing, allto complywith the said Conditions of Contract.

SECURITY TheContractor shallallow for providingadequatesecurityfortheworks and

the workers in thecourseof execution ofthis contract. No claimwillbe entertainedfrom theContractor for not maintainingadequate securityfor the works and workers, equipment and materials on site.

URGENCY OFTHEWORKS TheContractor is notified that these “worksareurgent” and should be

completed within theperiod stated in theseParticularPreliminaries. TheContractor shallallow in his rates foranycosts he deems that

he/shemay incurbyhavingto completethe works within thestipulated contract period.

TRAVELLINGAND ACCOMODATION COSTS

ProvideaProvisional Sum of Kenyan ShillingsThree

3,000,000

00

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Item DESCRIPTION Kshs. Cts

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PAYMENTFOR MATERIALSON SITE All materials forincorporation in theworks must be stored on site before payment is effected, unless specificallyexempted byKenyaRailways. This is to include materials of theContractor, nominatedsubcontractorsand nominated suppliers.

EXISTINGSERVICES Priorto the commencement of anywork, theContractor is to ascertain from the relevantauthoritytheexact position, depth and levelof allexistingservices in the areaand he/she shallmakewhatever provisions mayberequired bythe authorities concerned forthe support, maintenance and protection ofsuch services.

PERFORMANCE BOND A bond of10%of the contract sumwillberequired in accordancewith clause 6.5 on award of contractof theInstructions to Tenderer’s. No payment on account for theworksexecuted will be madeto the contractor until he has submitted thePerformanceBond to theEmployerdulysigned, sealed and stamped from an approved Bank.

TENDER DOCUMENTS Tender documents will be as listed in Clause2.1 oftheInstruction to Tenderer’s .

DELIVERY OFTENDER Tenders andalldocuments in connection therewith, as specifiedabovemust be delivered in the addressed envelope which shouldbeproperlysealed and deposited at theoffices as specified in theletteraccompanyingthese documents or as indicated in the advertisement. Tenders will be opened at thetime specified in theletter accompanyingthese Tender Documents or asindicated in the advertisement. Tenders delivered/received laterthan the abovetime shallnot be opened.

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Item DESCRIPTION Kshs. Cts

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FLUCTUATION THISCONTRACT INCORPORATESFLUCTUATIONCLAUSE. Thetenderer shallonly be reimbursedonthe costs ofmaterials and/or laboras listedinthe JBC.

VALUE ADDED TAX TheContractor’sattention is drawn to theLegalNoticein the FinanceAct part 3 Section 21(b) operativefrom 1stSeptember,1993 which requires payment of VATonall contracts. VAT will be calculated throughallinterim certificates andremitted bythe contractor to theCommissionerin chargeof VATwithin the timestipulatedin the Act.It should however benotedthat this isnot additional taxbut a new mode ofpayment forVAT, whose excess will be refundable oncethe Contractor has submitted his monthlyreturns to theCommissionerof VAT who will do therefundswhen satisfied that the VATregulations havebeen complied with. V.A.T is included in this contractand noclaimswhatsoever will be allowed forin respect of V.A.T ifthe tenderer fails to includethem inhis unitrates.It is also to benoted that V.A.Tbe worked out in the unit rates and not as a percentageof thetotal.

WITH-HOLDINGTAX TheTenderersareherein informed that a With-holdingTaxof 3%willbe deducted from the monies dueor to become dueunder allcertificates submitted for payment.Itshould however benoted that this isnot additional taxbut a new modeof payment ofIncome Tax. Anyexcesspaymentwillbe refundableoncethe contractor has submitted his annual returns to the CommissionerofIncomeTaxwho will do therefunds oncesatisfied that all regulations relatingtoIncomeTaxreturns havebeen complied with.

KENYA BUREAUOF STANDARDSLEVY Thetenderers’attention is drawn to the StandardAct Cap 496 and the StandardLevyOrder of1990 amended through legal noticeno. 183 of26th November1999 requiringpayment of levyas stipulated in theAct to the KenyaBureau of Standards.

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Item DESCRIPTION Kshs. Cts

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NCA CONSTRUCTION LEVY

TheContractor's attention is drawn to the National Construction AuthorityAct No. 41 of2011-Revisededition of 2012, Clause31(2) ofPart 5, which requires payment bytheContractor ofaconstructionLevyat therateof 0.50% of theOriginal Contract sum onallcontracts exceedingKshs. 5,000,000.00.

DESIGN &SUPERVISION FEES, PRINTINGAND DOCUMENTATION

Provideaprovisional sumof Kenyan ShillingsTwenty MillionOnlyfor Designand SupervisionFees, Printing and Documentation

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Item

DESCRIPTION KSHS

CTS

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GENERALPRELIMINARIES

PRICING OFITEMSOFPRELIMINARIESAND PREAMBLES

Prices willbeinsertedagainst items ofPreliminaries inthe Contractor'spricedBills of Quantities andSpecification.

TheContractorshallbedeemedtohaveincludedinhispricesor ratesforthevarious itemsinthe BillsofQuantitiesorSpecificationfor allcostsinvolvedincomplyingwithalltherequirementsfor theproperexecutionofthe wholeofthe worksintheContract.

ABBREVIATIONS ThroughouttheseBills,unitsofmeasurementandtermsareabbreviated andshallbeinterpreted asfollows:-

C.M.

Shallmeancubicmeter S.M.

Shallmeansquaremetre L.M.

Shallmeanlinear metre MM

Shall meanMillimetre Kg.

Shallmean Kilogram No.

Shall meanNumber

Prs. Shallmean Pairs

B.S. Shall meantheBritish StandardSpecificationPublishedbythe BritishStandardsInstitution,2ParkStreet,LondonW.I.,England. Ditto Shall meanthewholeoftheprecedingdescriptionexceptas qualifiedinthedescriptioninwhichit occurs. m.s. Shallmeanmeasuredseparately.

A.b.d Shallmean asbeforedescribed.

Item DESCRIPTION

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EXCEPTIONTOTHESTANDARD METHOD OFMEASUREMENT

Attendance ;ClauseB19(a)oftheStandardMethodofMeasurementisdeleted andthefollowing clauseissubstituted:-

Attendanceon nominatedSub-Contractorsshallbegivenasanitem ineach caseshallbe deemedtoinclude: allowinguseofstandingscaffolding,mess rooms,sanitary accommodation and welfarefacilities;provisionofspecialscaffoldingwherenecessary; providingspaceforoffice accommodation and forstorageofplant andmaterials;providing light andwaterfortheirwork: clearingaway rubbish;unloadingcheckingandhoisting: providingelectric power andremoving and replacingduct covers,pipecasingsandthelike necessaryfortheexecution andtestingofSub-Contractors'work andbeingresponsiblefor the accuracyofthesame.

FixOnly:-

"FixOnly"shallmeantakedelivery atnearestrailwaystation(Unlessotherwisestated),payall demurragecharges,loadandtransport tosite wherenecessary,unload,store,unpack,assemble as necessary,distributetoposition, hoistandfixonly. FORM OFCONTRACT

The Form ofContractshallbe asstipulatedintheRepublic ofKenya'sStandardTender

DocumentforProcurementofBuildingandAssociatedCivilEngineeringWorks(Revised 2006 by thePublic ProcurementOversight Authority)included herein

TheConditionsofContractarealsoincludedherein

Conditions ofContract

Thesearenumberedfrom 1to61andincludedherein.

Particularsofinsertionstobemadein theAppendix totheContract Agreementwillbefoundin theParticularPreliminariespartoftheseBillsofQuantities

BOND.

TheContractorshallfindandsubmitonthe Form ofTender anapprovedbank andwhowillbe willingtobe bound totheGovernmentinanamount equaltoten per cent (10%)of theContractamount forthedueperformancesoftheContractup tothedateof completionas certifiedbytheEmployerandwhowillwhenandifcalledupon,signaBondtothateffectonthe relevantstandardform included herein.(without the additionof anylimitations)onthesameday astheContract Agreementissigned, bytheClient,theContractorshallfurnishwithinsevendays anotherSuretytothe approvaloftheClient.

Item DESCRIPTION

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PLANT,TOOLSAND VEHICLES

Allowforproviding allscaffolding,plant,tools andvehiclesrequiredfortheworksexceptinso farasmaybestatedotherwisehereinandexceptforsuchitemsspecificallyandonly requiredfor theuseof nominatedSub-Contractors asdescribedherein.Notimberusedforscaffolding, formworkortemporary works of any kindshallbeusedafterwardsin thepermanentwork.

TRANSPORT.

Allowfortransportofworkmen,materials,etc.,toandfrom thesite atsuch hoursandbysuch routes asmaybepermittedby thecompetentauthorities

MATERIALS AND WORKMANSHIP.

Allmaterialsandworkmanship usedintheexecutionoftheworkshallbeofthebestquality and descriptionunlessotherwise stated.TheContractorshallorder allmaterialstobeobtainedfrom overseasimmediatelyaftertheContractissignedandshallalsoordermaterialstobeobtained from localsources asearlyasnecessarytoensurethat they areonsite when requiredforuseinthe works.TheBills ofQuantitiesshallnot beusedforthepurposeoforderingmaterials.

SIGNFORMATERIALSSUPPLIED.

TheContractor willbe requiredtosignareceiptfor allarticles andmaterialssuppliedbythe EMPLOYER at thetimeoftakingdeliverthereof,ashavingreceivedthem ingoodorderand condition, andwillthereafterbe responsiblefor anylossordamageandfor replacementsof any suchlossordamagewitharticlesand/ormaterialswhichwillbesuppliedbytheEMPLOYER at thecurrent marketpricesincludingCustomsDuty andV.A.T., all at theContractor'sowncost and expense,tothesatisfactionof theEMPLOYER.

STORAGE OFMATERIALS

TheContractorshallprovideathisown riskandcost wheredirectedonthesite weatherproof lock-up sheds andmakegooddamagedordisturbedsurfacesuponcompletion tothesatisfaction oftheEMPLOYER.NominatedSub-Contractors aretobemadeliableforthecost of anystorage accommodationprovidedespeciallyfortheiruse.

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SAMPLES

TheContractorshallfurnishathisowncost anysamplesofmaterialsor workmanshipincluding concretetest cubes requiredforthe worksthat maybecalledforbytheEMPLOYERfor his approvaluntilsuchsamplesare approvedbytheEMPLOYER andtheEMPLOYER,mayreject anymaterial or workmanshipnotin hisopiniontobeuptoapprovedsamples. THEEMPLOYER shall arrangeforthetestingofsuchmaterialsas hemayathisdiscretiondeem desirable, but the testingshallbemadeat theexpenseoftheContractorandnotat theexpenseoftheEMPLOYER. TheContractorshallpayforthetestinginaccordancewiththecurrentscaleoftestingchargeslaid downbytheMinistryofRoads andPublicWorks.Theprocedureforsubmittingsamplesof materialsfortestingandthemethodofmarkingforidentificationshallbeaslaiddownbythe EMPLOYERTheContractorshallallowin histenderforsuchsamples andtestsexcept thosein connection with nominatedsub-contractors'work.

GOVERNMENT ACTS REGARDINGWORKPEOPLE ETC.

Allowfor complying withall Government Acts,OrdersandRegulationsinconnection withthe employmentofLabor andothermatters relatedtotheexecutionofthe works.Inparticular the Contractor's attentionisdrawntotheprovisionsoftheFactoryAct1950 and histender must includefor allcosts arisingor resultingfrom compliance withanyAct,OrderorRegulation relating toInsurances,pensions andholidaysfor workpeopleorso thesafety, healthand welfare ofthe workpeople.

TheContractormust make himselffullyacquaintedwithcurrent Acts andRegulations,including PoliceRegulations regardingthemovement, housing,security andcontroloflabor,laborcamps, passesfortransport,etc.Itismost important that theContractor,beforetendering,shallobtain from the relevant Authoritythefullest information regardingallsuch regulations and/or restrictions whichmayaffect theorganizationofthe works,supply andcontroloflabor,etc., and allow accordinglyinhistender.Noclaim inrespectof wantof knowledgeinthisconnection will beentertained

SECURITY OFWORKSETC.

TheContractorshallbeentirely responsibleforthesecurityof alltheworksstores,materials,plant, personnel,etc.,both hisownandsub-contractors'andmustprovide all necessarywatching, lightingandotherprecautions asnecessarytoensuresecurity against theft,lossordamageandthe protectionofthepublic

PUBLIC AND PRIVATEROADS.

Maintainas requiredthroughout theexecutionofthe worksandmakegood anydamageto public orprivate roads arisingfrom or consequent upontheexecutionofthe workstothe satisfactionofthelocal andothercompetentauthority andtheEmployer

EXISTINGPROPERTY.

TheContractorshalltakeeveryprecautiontoavoiddamagetoallexistingpropertyincluding roads,cables,drainsandotherservicesandhe willbe held responsiblefor andshall make good all suchdamagearisingfrom

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VISIT SITE AND EXAMINEDRAWINGS.

TheContractoris recommendedtoexaminethedrawingsandvisit thesitethelocationofwhichis describedintheParticular Preliminarieshereof.Heshallbedeemedtohave acquaintedhimself therewithastoits nature,position,meansof accessor anyothermatterwhich, mayaffecthis tender.Noclaim arisingfrom hisfailuretocomply withthisrecommendation willbeconsidered.

ACCESSTOSITEAND TEMPORARY ROADS.

Meansof accesstotheSiteshallbe agreedwiththeEmployerpriortocommencementofthe work andContractormustallowforbuildinganynecessarytemporary accessroadsforthetransportof thematerials,plant and workmen asmaybe requiredforthecompleteexecutionofthe works includingtheprovisionoftemporaryculverts,crossings,bridges,oranyothermeansof gaining accesstotheSite.Uponcompletionofthe works,theContractorshall removesuchtemporary access roads;temporary culverts,bridges,etc.,andmake good and reinstate all worksandsurfaces disturbedtothesatisfactionoftheEmployer.

AREATOBE OCCUPIED BYTHECONTRACTOR

Theareaofthesitewhichmay beoccupiedbytheContractorforuseofstorageandforthe purposeoferecting workshops,etc.,shallbedefinedonsitebytheEmployer.

WATERAND ELECTRICITYSUPPLY FORTHEWORKS TheContractorshallprovideathisown riskandcost allnecessarywater,electric lightandpower requiredforuseintheworks.TheContractormust make hisown arrangementsforconnection to the nearestsuitablewatermain andformeteringthewaterused.Hemustalsoprovidetemporary tanksandmetersasrequiredathisowncost andclearawaywhennolonger requiredand make goodon completion totheentiresatisfactionoftheEmployer.TheContractorshallpayallcharges inconnection herewith.Noguaranteeisgivenorimpliedthatsufficientwaterwillbeavailable from mainsandtheContractormust makehisownarrangementsfor augmentingthissupply at hisowncost.NominatedSub--contractors aretobemadeliableforthecostof anywaterorelectric currentusedandforanyinstallationprovidedespeciallyfortheirownuse.

SANITATIONOFTHEWORKS TheSanitationofthe worksshallbearrangedandmaintainedbytheContractor tothesatisfaction oftheCentralGovernmentand/orCountyGovernment,LaborDepartmentandtheEmployer. SUPERVISIONAND WORKINGHOURS

The worksshallbeexecutedunderthedirection andtotheentiresatisfactionin all respects ofthe Employer whoshall atalltimesduring normalworkinghours haveaccesstothe works andtothe yardsandworkshopsoftheContractor andsub-Contractorsorotherplaceswhereworkisbeing preparedforthecontract

PROVISIONALSUMS. Theterm "ProvisionalSum"whereverusedintheseBillsofQuantitiesshallhavethemeaning statedinSectionAitem A 7(i)oftheStandardMethodofMeasurement mentionedintheattached ConditionsofContract.Suchsums arenetandnoadditionshallbemadetothem forprofit.

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PRIMECOST(ORP.C.)SUMS.

Theterm "PrimeCost Sum"or"P.C.Sum" whereverusedintheseBillsofQuantities shallhavethemeaningstatedinSectionAitem A7(ii)oftheStandardMethodof Measurement mentionedin theseConditionsofContract.Personsorfirms nominatedby thePROJECT MANAGER toexecute workor toprovide andfixmaterialsor goods as statedintheattachedConditionsofContractaredescribedhereinasNominatedSub- Contractors.

Personsorfirmssonominatedtosupply goodsormaterialsaredescribed hereinasNominated Suppliers.

PROGRESSCHART.

TheContractorshallprovidewithintwoweeksofPossessionofSite andinagreement withthe EmployeraProgressChartfor the wholeofthe worksincludingtheworksofNominated Sub- Contractors;one copytobe handedtotheDEPARTMENTALREPRESENTATIVE andafurther copy tobe retainedonSite.Progresstobe recorded andcharttobe amendedas necessaryasthe workproceeds. ADJUSTMENT OFP.C.SUMS.

Inthefinal account allP.C.Sumsshallbedeductedandtheamount properlyexpended upontheEmployer’sorderinrespectofeachofthem added totheContractsum.The ContractorshallproducetotheProjectManagersuchquotations,invoicesorbills,properly receipted, asmaybenecessary toshowthe actualdetailsofthesumspaidbythe Contractor.Itemsofprofit uponP.C.Sumsshallbeadjustedinthefinalaccount pro-ratato the amount paid.Itemsof"attendance"(aspreviouslydescribed)followingP.C.Sumsshall be adjustedpro-ratatothephysicalextentoftheworkexecuted(notpro-rata tothe amount paid)andthisshallapplyeven thoughtheContractor'spricedBillshowsapercentagein the ratecolumnin respectofthem.

ShouldtheContractorbepermitted totender andhistenderbe acceptedof anyworkforwhicha P.C.SumisincludedintheseBillofQuantitiesprofit andattendancewillbe allowedat thesame rate asit wouldbeifthe workwereexecutedbyaNominatedSub-Contractor.

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ADJUSTMENT OFPROVISIONALSUMS.

Inthefinal account allProvisionalSumsshall bedeductedandthevalueofthe workproperly executedinrespectofthem upontheEmployer’sorder addedtotheContract Sum.Such work shall bevaluedasdescribedforVariationsinConditionsNo. 13oftheConditionsofContract,but should anypartofthe workbeexecutedbyaNominatedSub-Contractor,the valueofsuch work or articlesforthe worktobesuppliedbyaNominatedSupplier,thevalueofsuch workorarticles shall betreatedasa P.C.Sumandprofit and attendancecomparabletothat containedinthe pricedBillsofQuantitiesforsimilaritemsadded.

NOMINATED SUB-CONTRACTORS

Whenanyworkisorderedby theEmployertobeexecuted by nominatedsub-contractors,the Contractorshallenterintosub-contracts asdescribedin theattachedConditionsofContract and shall thereafterbe responsibleforsuchsub-contractorsinevery respect.Unlessotherwise describedtheContractoristoprovideforsuchSub-Contractors anyorallofthefacilities described inthesePreliminaries.TheContractorshouldprice forthese withthe nominatedSub-contract Contractor's workconcernedintheP.C.Sumsunder thedescription"addforAttendance".

DIRECT CONTRACTS

Notwithstanding theforegoingconditions,theGovernmentreservestheright toplacea "DirectContract"for any goodsorservices requiredintheworks whicharecoveredbyaP.C.Sum intheBillsofQuantitiesandtopayforthesamedirect.Inanysuchinstances,profit relativetothe P.C.Sum thepricedBills ofQuantities willbe adjusted asdescribedforP.C.Sums andallowed.

ATTENDANCE UPONOTHERTRADESMEN,ETC.

TheContractorshallallowforthe attendanceoftradeupontradeandshallaffordany tradesmenorotherpersonsemployedfortheexecutionof any worknotincludedinthis Contracteveryfacilityforcarryingout their workandalso foruseof hisordinary scaffolding.TheContractor, however,shall not be requiredtoerectanyspecialscaffolding forthem.TheContractorshallperform suchcutting awayfor andmaking good afterthe

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INSURANCE

TheContractorshallinsureasrequiredinClause30oftheConditionsofContract.No paymenton accountofthe workexecuted willbemade totheContractoruntil hehas satisfiedtheEmployereitherbyproductionof anInsurancePolicyor andInsurance Certificatethat theprovisionoftheforegoingInsuranceClauseshavebeencomplied withinallrespects.Thereafter theEmployershallfrom timetotime ascertainthat premiums aredulypaidupby theContractor whoshallifcalledupontodoso, producethe receiptedpremiumrenewalsfortheEmployer’sinspection

PROVISIONALWORK

All workdescribedas"Provisional"intheseBillsofQuantitiesissubject tore-measurementin ordertoascertainthe actualquantityexecutedfor whichpaymentwillbemade.All "Provisional" andother workliabletoadjustmentunderthisContractshallleftuncoveredfor a reasonabletimetoallow all measurements neededforsuch adjustment tobetakenbythe Employer.

Immediatelythe workis readyformeasuring,theContractorshallgive notice totheEmployer.If theContractormakesdefaultintheserespects heshalliftheEmployersodirectsuncover the work toenable allmeasurementstobetakenandafterwardsreinstate athisownexpense.

ALTERATIONSTOBILLS,PRICING,ETC.

AnyunauthorizedalterationorqualificationmadetothetextoftheBillsofQuantitiesmay causetheTendertobedisqualifiedandwillinanycasebeignored.

TheContractorshallbedeemedtohavemadeallowanceinhispricesgenerallytocover any items against which noprice hasbeeninsertedinthepricedBillsofQuantities.

Allitemsofmeasured workshallbepricedindetailandtheTenderscontainingLump Sumsto covertradesorgroupsof workmust bebrokendowntoshowtheprice ofeachitem beforethey willbeaccepted

BLASTINGOPERATIONS

Blastingwillonlybe allowedwiththeexpresspermissionoftheEmployerinwriting.Allblasting operationsshallbecarried out at theContractor'ssole riskandcost in accordance withany Governmentregulationsinforceforthetimebeing, andanyspecial regulationslaiddown bythe Employer governingtheuseandstorageofexplosives.

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MATERIALSARISINGFROM EXCAVATIONS

Materialsof anykindobtainedfrom theexcavationsshallbethepropertyoftheGovernment. UnlesstheEmployerdirectsotherwisesuchmaterialsshallbedealt with asprovidedinthe Contract.Suchmaterialsshallonlybeusedintheworks,insubstitutionofmaterialswhich the Contractor wouldotherwisehave hadtosupply withthewrittenpermissionoftheEmployer Shouldsuchpermissionbe given,theContractorshallmakedue allowanceforthevalueofthe materialssoused ataprice tobe agreed.

PROTECTION OFTHEWORKS.

Provideprotectionofthe wholeofthe workscontainedintheBillsofQuantities,includingcasing, casingup, coveringorsuchothermeansasmaybe necessarytoavoiddamagetothesatisfactionof theEmployer andremovesuchprotection when nolonger requiredandmake good anydamage whichmayneverthelesshavebeendone at completionfreeofcost totheGovernment.

REMOVAL OF RUBBISH ETC.

Removalof rubbish anddebrisfrom theBuildingsandsiteasit accumulates andat thecompletion ofthe works andremove allplant,scaffoldingandunusedmaterials at completion.

WORKSTOBE DELIVEREDUPCLEAN

Cleanandflushallgutters, rainwaterandwastepipes, manholes anddrains,wash(except wheresuchtreatment mightcausedamage)andcleanallfloors,sanitaryfittings,glassinside andoutsideandanyotherpartsofthe works andremove all marks, blemishes,stainsand defectsfrom joinery,fittings anddecoratedsurfaces generally,polishdoorfurniture and brightpartsofmetalworkandleavethewholeofthebuildingswatertight,clean,perfectand fit foroccupation tothe approvaloftheEmployer.

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GENERAL SPECIFICATION.

Forthefulldescriptionofmaterials and workmanship,methodofexecutionofthe work and notes forpricing,theContractorisreferredtotheMinistryofRoads andPublic Works,General Specificationdated 1976oranysubsequent revisionthereof whichisissued asaseparate document, andwhichshallbeallowedinallrespectsunlessit conflicts withtheGeneral Preliminaries,TradePreamblesorotheritemsintheseBillsofQuantities.

TRAINING LEVY

TheContractor's attentionisdrawntolegalnotice No. 237ofOctober, 1971,which requires payment bytheContractorofaTrainingLevyat therateof1/4% oftheContractsum on all contractsofmorethanKshs.50,000.00invalue.

MATERIALS ONSITE

Allmaterialsforincorporationintheworksmust bestoredonor adjacent tothesitebefore paymentiseffectedunlessspecificallyexemptedbytheEmployer. Thisincludes thematerialsof theMainContractor,NominatedSub-Contractors andNominatedSuppliers

HOARDING

TheContractorshallenclose allthesiteunderconstruction witha hoarding 2400mm high consistingofironsheets gauge30on100x50 mm second gradetreatedsawncypresstimber posts firmlysecuredat 1800mm centres withtwo75x50mmsecond gradetreatedsawn cypresstimber rails.TheContractorisin addition requiredtotake allprecautions necessaryforthesafecustody ofthe works,materials,plant,public andEmployer'spropertyonthesite.

CONTRACTOR'SSUPERINTENDENCE/SITE AGENT

TheContractorshallconstantlykeeponthe worksaliterateEnglishspeakingAgentor Representative,competentandexperiencedin the kindofworkinvolved whoshallgive his wholeexperienceinthekindof workinvolved andshallgive hiswholetimetothe superintendenceofthe works.SuchAgentorRepresentative shallreceiveonbehalfofthe Contractor alldirectionsandinstructionsfrom theProjectManagerandsuchdirectionsshall bedeemedtohavebeen given totheContractorin accordance withtheConditionsof Contract.

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ITEM DESCRIPTION KSHS CTS

COLLECTION

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PREAMBLES ANDPRICING NOTES A. GENERALLY AllworktobecarriedoutinaccordancewiththeMinistry ofRoads,PublicWorksandHousing General Specifications forBuildingWorks issuedin 1976 or as qualified oramended.

B. MANUFACTURERS’NAMES Wheremanufacturers’name(s) andcataloguereferences aregiven, it is for guidanceto quality and standard only. Alternativemanufacturer of equal qualitywillbeaccepted at thediscretion of the Project Manager.

C. WALLING All precast concrete blocks shall be manufactured bythe methods and to thesizes specified in the MinistryofRoads,PublicWorksandHousing“SpecificationforMetricSizedConcreteBlocks forBuilding(1972)”

Wallingof 200 mmthickness or under shallbereinforcedwith hoop iron (20 x25mmwide) straps at everyalternate course. Prices forwallingmust allow for allcostsin preparing, packingand sendingsampleblocksfor testingas andwhen required bythe Project Manager.

D. CARPENTRY Thegradingrulesforcypressshallbethesameasforpodocarpusandalltimberusedforstructural work shallbeselect (second grade).

Allstructuraltimber mustconformtotheminimumrequirementsfor moisture contentand preservativetreatmentandtimberpricesmustallowfor preparing,packingandsending samples fortesting when required.

Prices must also include for allnails and fasteners. 6

E. JOINERY Cypress forjoineryshallbesecondgradein accordancewiththelatest gradingrulesoftheKenya Government. WhereMahoganyis specified, this refers to primegradeonly. TheContractor maywith the approval of theProjectManager, use either Msharagi or Mvuliin lieu ofMahoganybut such approval will begiven onlyin thecaseof shortages of thehardwoods specified.

Pluggingshallbe carriedout bydrillingwallingorconcretewith masonrydrill and fillingwith proprietyplugs of the correct sizes. Cuttingwith hammer and chisel will notbe allowed.

Pricesforjoinerymustincludeforpencilroundedarises,protectionagainstdamage,nails,screws, framingand beddingin cement mortar asrequired. Sizesgivenforjoineryitemsarenominalsizesandexactdimensionsofdoors,etc.,mustbe ascertained on site.

114 | P a g e

A. IRONMONGERY Ironmongeryshallbeasspecified in theBills of Quantities or equal andapproved. Prices must include for removingandre-fixingduringandafter painting, labelingallkeys,and forfixingto hardwood, softwood, concrete orblock work.

Cataloguereferencesgiven forironmongeryarefor purposes of indicating qualityand sizeof item(s).Should theContractor wish to substitute thespecified item(s) with others of equal quality, hemustinform theProject Manager andobtain approval in writing.

B. STRUCTURAL STEELWORK

Allstructuralsteelworkshallcomply withtheMinistry ofRoads,PublicWorksandHousing “Structural SteelworkSpecification (1973) and shallbe executed byan approved Sub-contractor. All structural steel to becoated with onecoat of red oxide zinc chromate primer after fabrication

C. PLASTERWORKAND OTHER FINISHES

All finishingshallbe asdescribed in thegeneral specifications and in theseBills of Quantities.

Prices forpaving areto include for brushing concreteclean,wetting and coating with cement and sand grout 1:1.

Ratesforglazedwalltilingaretoincludefora12mmcementandsand(1:4)backingscreedunless otherwisespecified in theseBills of Quantities.

D. GLAZING Wherepolished plateglass is specified, this refersto generalglazingquality.

Prices forglazingshallincludeforprimingof rebates beforeplacingputty.

TheContractorwillberesponsibleforreplacinganybrokenorscratchedglassandhandingover in perfect condition.

E. PAINTING Paintingshallbe appliedin accordancewith themanufacturers’instructions.

Pricesforpaintingaretoincludeforscaffolding,preparatory work,primingcoats,protectionof otherworksandforcleaninguponcompletion.Pricesforpainting ongalvanizedmetalareto includeformordant solution as necessary.

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ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

SECTION NO. 3 CLASSROOMS ELEMENT NO. 1

SUBSTRUCTURES(PROVISIONAL)

Sitepreparation

Termidor EC'chemical anti termite treatment or other equal and approved antitermite treatment to top surfaces of hardcore blindingexecuted byqualified and registered persons bythe

manufacturer under aten-year guarantee Excavation Excavate for vegetablesoil average200 mmdeep: remove from site Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate for foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Excavate for column bases upto depths not exceeding1.5 metres deep from thereduced level Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial

Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority

Carried to Collection

SM

SM

CM

CM

CM

CM

CM

CM

532

532

761

53

42

29

46

810

KSHS

SongaOgodaAssociates 3/1 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

116 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Planking andstrutting

Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Disposal ofwater

Keep excavations freefrom all waterbailingor pumping

Fillings

Murram fillings: deposited, spread; wellwatered levelled and compacted in layers not exceeding150mmthick under floors to level and slope as required. 300 mmCrushed stonehardcore: ditto

50 mm Stone dust blindingto surfaces of hardcorerolled smooth to receive polythenedamp proofingmembrane(m/s) Insitumass concreteclass15 (20 mmaggregates): vibrated: to

50 mmBlindingunder strip foundation

Ditto: underColumn bases

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Column Bases

Column

Ditto: Strip foundations Ditto: 150mm Thick floorslab Ditto: 150mm Thick verandah floorslab

Carried to Collection

ITEM ITEM

CM

SM

SM

SM

SM

CM

CM

CM

SM

SM

558

507

507

106

83

25

11

21

392

115

KSHS

SongaOgodaAssociates 3/2 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

117 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I J

K

L

M

N

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars 25 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in Floor bed: 200 mm laps Ditto: Verandah floorbed Fair facedsteel plateformwork: to Vertical sides: foundations

Ditto: Sides of column bases

Ditto: Columns

Ditto: to curved columns at a radius not exceeding300mm

Edges of floor slab: over 75 but notexceeding150 mmgirth

Edges of Verandah slab: over75 but notexceeding150 mmgirt

Carried to Collection

KG

KG

KG

KG

KG

KG

SM

SM

SM

SM

SM

SM

LM

LM

743

900

826

1494

1346

678

392

115

71

83

119

17

101

47

KSHS

SongaOgodaAssociates 3/3 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

118 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

Mediumchisel dressed natural stonewalling/concrete blocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls Ditto: 150 mm Thick walls Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps Thermal ExpansionJoints;laidinconcretework

(Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

Carried to Collection

SM

SM

SM

SM

LM

283

30

507

36

18

KSHS

SongaOgodaAssociates 3/4 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

119 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTITY

COLLECTION

PAGE NO. 3/1

PAGE NO. 3/2 PAGE NO. 3/3 PAGE NO. 3/4

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 3/5 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

120 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

SECTION NO. 3 CLASSROOMS

ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Beams

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional)

8 mmDiameter bars

16 mmDiameter bars

20 mmDiameter bars

25 mmDiameter bars

Steel/sawnsoftwood formwork: to

Sides and soffits: beams

Vertical sides of Columns

Ditto: Curved columns to aradius not exceeding300mm

Thermal ExpansionJoints;laidinconcretework (Provisional)

25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

TOTAL CARRIED TO SUMMARY

CM

CM

KG

KG

KG

KG

SM

SM

SM

SM

LM

16

15

614

1013

1213

415

179

173

25

43

18

KSHS

SongaOgodaAssociates 3/6 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

121 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 3 CLASSROOMS ELEMENT NO. 3

WALLS

EXTERNAL WALLS

Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls

Ditto: 200 mm Thick gable walls

INTERNAL WALLS

Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls

Ditto: 150 mm Thick Walls

Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide Ditto: 150 mm wide Carried to Collection

SM

SM

SM

SM

LM

LM

186

36

77

32

158

17

KSHS

SongaOgodaAssociates 3/7 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

122 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Steel columns with one coat redoxideprimerbefore fixing as desribedin: 100mmDiameter x4mmthick x3000mmlongC.H.S steel pillars twicewelded to floor with steel plate (m/s) 200 x200 x3mmthick mild steel plate: four times bolted to concrete surfaces 20mmDiameter x150mmlongmild steel bolts:one end bent and anchored into concrete: otherthreaded: with end washers Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint:as desribedin Surfaces: over100 but notexceeding200 mmgirth Carried to Collection COLLECTION PAGE NO. 3/7 PAGE NO. 3/8 TOTAL CARRIED TO SUMMARY

NO

NO

NO

LM

6

12

48

18

KSHS

KSHS

SongaOgodaAssociates 3/8 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

123 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 3 CLASSROOMS ELEMENT NO. 4 (

PROVISIONAL)ROOFINGAND

RAINWATER DISPOSAL

28 GaugeprepaintedCorrugatedGalvanised ironroofing sheets as manufactured by Mabati Rolling Mills or other equal andapprovedsource; with andincluding bolting and alllabours ofhoisting 3000 mmabovefinished floor level as describedin:- Roofingsheets laid with minimum 75mm sidelaps and

150mmend laps nailed to timber purlins including

rubber washers to match.

Ridge capping Hip/valleycapping Extraover labouritem forrakingcuttingon CGIsheets Flashing 3mmthickGCI metal sheet as describedin:- 350mmgirth Gauge24 plain sheet with oneside wedged and grooved into walls and otherside laid flush overdecra includingpointingin cement/sand mortar mix. 600mmgirth metal sheet wedged both sides and tucked under tiles to form valleygutters.

SM

LM

LM

LM

LM

LM

564

48

32

160

16

7

KSHS

SongaOgodaAssociates 3/9 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

124 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate

150 x50 mmRafters

100 x50 mm Struts and ties

150 x50 mmCeilingjoists

150 x50 mm Purlins

100 x50 mmKingPosts

250 x25 mmRidgeboard

150 x50 mmHip/Valleyratfers Mildsteel 12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL 24 gaugemetal sheet as describedin:- 150 x150mmboxed gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer. Extraover for boxed end size150 x150mmditto. Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters.

Carried to collection

LM

LM

LM

LM

LM

LM

LM

LM

NO

LM

NO

SM

176

728

1823

543

395

119

96

64

1552

99

6

45

KSHS

SongaOgodaAssociates 3/10 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

125 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

24 Gaugegalvanizedmildsteel 100 mmDiameter down pipes: fixed to concrete column at 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends Extraover pipeforswan necked projections: 600mmlong Fascia/Eaves Wrot primegradepodo as describedin:- Ex100 x25mmEaves slats secretlynailed to and including 50 x50mmsawn celcured cypress battens at 600mm c/c Ex100 x25mmmoistureresistant weatherboardingtimber louvres; treated with anti-insect resin;secretlynailed to conceal exposed truss members. (Provisional) Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Ditto: soffits of louvred weatherboards

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

Carried to Collection

LM

NO

NO

SM

SM

LM

LM

SM

SM

LM

LM

18

6

6

103

9

198

99

103

9

198

99

KSHS

SongaOgodaAssociates 3/11 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

126 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

COLLECTION

PAGE NO. 3/9

PAGE NO . 3/10 PAGE NO . 3/11 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 3/12 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

127 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

SECTION NO. 3 CLASSROOMS ELEMENT NO. 5

WINDOWS

STEEL WINDOWS Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window ref W1 size2100 x1500 mmhigh : comprisingof 2No. Opennable leaves size800 x1050 mmhigh; 2No. Top hungpanels size800 x450mmhigh; 1No. Fixed panel overall size800 x1800mmhigh in small panes of 400 x450mmhigh

Window ref W2 size1200 x900 mmhigh : comprisingof

1No. opennable panel size700 x600 mmhigh; 1No. Fixed panel overallsize700 x300mmhigh; all in smallpanes of

350 x300mmhigh as per Architectural schedules. Window ref W3 size600 x900 mmhigh : comprisingof 1No. top hungpanel size600 x300 mmhigh; 1No. Fixed panel overallsize600 x600mmhigh; all in smallpanes of 600 x 300mmhigh as per Architectural schedules.

Carried to collection

NO

NO

NO

28

2

8

KSHS

SongaOgodaAssociates 3/13 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

128 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

K

General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail) 6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal with putty In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates): vibrated: 265 x75 mmThick weathered and throated window cill: fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth

Carried to collection

LM

LM

LM

LM

NO

LM

SM

SM

LM

LM

LM

65

65

65

65

76

130

91

7

65

130

142

KSHS

SongaOgodaAssociates 3/14 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

129 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to

General surfaces: windows and grilles (measured flat overall)

Carried to Collection COLLECTION

PAGE NO. 3/13

PAGE NO. 3/14 PAGE NO. 3/15 TOTAL CARRIED TO SUMMARY

LM

LM

SM

65

65

196

KSHS

KSHS

SongaOgodaAssociates 3/15 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

130 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

SECTION NO. 3 PROPOSEDMARIAKANI PRIMARYSCHOOL ELEMENT NO. 6 DOORS Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frame and2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass. Doubleleaf door; overall size1500 x2400 mmhigh; in 2No. Equal opennable leaves overallsize750 x2400 mmhigh; comprisingof 20x20 x3mmthick top and bottom panels, cross rails, stiles and mullions to form small grids of180 x325mmhigh infilled with 6mmthick tinted glass; fanlight overallsize900 x300mmhigh comprisingof 5No. Grids size180 x200mmhigh and mosquito gauzeoverallsize860 x60mmhigh.; and 3mmthick flat plate size860 x300mmhigh on

both sides to form baseforfixingironmongery. Carried to Collection

NO

4

KSHS

SongaOgodaAssociates 3/16 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

131 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

I

FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged 20 x40 mmArchitrave: screwed to frame and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads 100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused)

150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel two lever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2102BB or equal and approved 38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Carried to Collection

NO

LM

LM

LM

LM

LM

PRS

NO

NO

7

40

40

40

17

6

10.5

7

19

KSHS

SongaOgodaAssociates 3/17 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

132 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to

Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

Prepare, touch up primerandapply three coats first gradeglossoil paint:onmetal:to

General surfaces: steel doors (measured flat overall) Carried to Collection

SM

LM

LM

SM

LM

LM

LM

LM

LM

SM

2

97

46

27

40

6

40

40

17

43

KSHS

SongaOgodaAssociates 3/18 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

133 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

COLLECTION

PAGE NO. 3/16

PAGE NO. 3/17 PAGE NO. 3/18 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 3/19 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

134 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

SECTION NO. 3

CLASSROOMS ELEMENT NO. 7 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal

andapproved hardener;finished hardandsmooth on

concreteto Architect's approval. Floors &Verandah 10 mmThick x150 mmhigh mahoganyskirtingwith rounded t EXTERNAL WALLFINISH 15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Column surfaces

Wallsurfaces

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces

Ditto: Wallsurfaces

Ditto: Column surfaces

Carried to Collection

SM

LM

SM

SM

SM

SM

SM

SM

507

264

53

87

222

53

222

87

KSHS

SongaOgodaAssociates 3/20 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

135 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

INTERNAL WALLFINISHES 12 mmThick limeplaster: steel trowelled: on concrete

orblockwork: to

Walls Beam surfaces internally Column surfaces internally Prepareandapply three coats firstgradeplastic emulsion

paint:on plaster: to

Walls Beam surfaces internally

Column surfaces internally

CEILINGFINISHES

12 mmThick chipboardceiling boards: in1200 x 2400

panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure

impregnatedwith tanalith C

50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged Carried to collection

SM

SM

SM

SM

SM

SM

SM

SM

LM

440

126

86

440

126

86

507

507

234

KSHS

SongaOgodaAssociates 3/21 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

136 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT( KSHS)

A

B

C

D

E

F

General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Surfaces not exceeding100 mmgirth Ditto: surfaces 100 - 200 mm girth Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites Prepareandapply three coats polyurethane clearvarnish:

onwood: to Cornice: over100 but notexceeding200 mmgirth Skirting: over100 but notexceeding200 mmgirth

Carried to Collection COLLECTION

PAGE NO. 3/20

PAGE NO. 3/21 PAGE NO. 3/22 TOTAL CARRIED TOSUMMARY

LM

LM

LM

SM

LM

LM

234

234

498

507

234

264

KSHS

KSHS

SongaOgodaAssociates 3/22 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

137 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

I

SECTION NO. 3 CLASSROOMS ELEMENT NO. 8

B.W.I.C ELECTRICAL ENGINEERINGSERVICES

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches Power points

Consumer unit

MeterBoard

Distribution Board

B.W.I.C MECHANICAL ENGINEERINGSERVICES Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for W.C Suite Wash Hand Basins Urinal bowls FireAlarm Detection &Suppression Unit TOTAL CARRIED TO SUMMARY

NO

NO

NO

NO

NO

NO

NO

NO

ITEM

70

24

1

1

1

5

6

1

1

KSHS

SongaOgodaAssociates 3/23 Classrooms

SOA/SGR/2015/06 SECTIONNO.3 ProposedVoiGirlsRescueCentre

138 | P a g e

ITEM DESCRIPTION PAGENO. AMOUNT

1

2

3

4

5

6

7

8

SECTION NO. 3 PROPOSED VOI GIRLS RESCUE CENTRE-CLASSROOM BLOCK

SUMMARY ELEMENTPAGE NO SUBSTRUCTURES 3/5 REINFORCEDCONCRETESUPERSTRUCTURE 3/6 WALLING 3/8 ROOFINGAND RAINWATER DISPOSAL 3/12 WINDOWS 3/15 DOORS 3/19 FINISHES 3/22 B.W.I.C ELECTRICALENGINEERINGSERVICES 3/23

TOTAL FOR 1NO. WING

TOTAL CARRIED TO MAINSUMMARY

X 2NO.

SongaOgodaAssociates 3/24 Classrooms

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

139 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

SECTION NO. 4 LABORATORY ELEMENT NO. 1

SUBSTRUCTURES(PROVISIONAL)

Sitepreparation

Termidor EC'chemical anti termite treatment or other equal and approved antitermite treatment to top surfaces of hardcore blindingexecuted byqualified and registered persons bythe

manufacturer under aten-year guarantee Excavation Excavate for vegetablesoil average200 mmdeep: remove from site Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate for foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Excavate for column bases upto depths not exceeding1.5 metres deep from thereduced level Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial

Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority Carried to Collection

SM

SM

CM

CM

CM

CM

CM

CM

407

407

543

46

22

18

34

577

KSHS

SongaOgodaAssociates 4/1 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

140 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Planking andstrutting

Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Disposal ofwater

Keep excavations freefrom all waterbailingor pumping

Fillings

Murram fillings: deposited, spread; wellwatered levelled and compacted in layers not exceeding150mmthick under floors to level and slope as required. 300 mmCrushed stonehardcore: ditto

50 mm Stone dust blindingto surfaces of hardcorerolled smooth to receive polythenedamp proofingmembrane(m/s) Insitumass concreteclass15 (20 mmaggregates): vibrated: to

50 mmBlindingunder strip foundation

Ditto: underColumn bases

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Column Bases

Column

Ditto: Strip foundations Ditto: 150mm Thick floorslab Ditto: 150mm Thick verandah floorslab

Carried to Collection

ITEM ITEM

CM

SM

SM

SM

SM

CM

CM

CM

SM

SM

434

362

362

91

44

13

5

18

296

66

KSHS

SongaOgodaAssociates 4/2 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

141 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I J

K

L

M

N

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars 25 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in Floor bed: 200 mm laps Ditto: Verandah floorbed Fair facedsteel plateformwork: to Vertical sides: foundations

Ditto: Sides of column bases

Ditto: Columns

Ditto: to curved columns at a radius not exceeding300mm

Edges of floor slab: over 75 but notexceeding150 mmgirth

Edges of Verandah slab: over75 but notexceeding150 mmgirt

Carried to Collection

KG

KG

KG

KG

KG

KG

SM

SM

SM

SM

SM

SM

LM

LM

454

870

681

416

567

794

296

66

61

44

51

13

88

39

KSHS

SongaOgodaAssociates 4/3 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

142 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Mediumchisel dressed natural stonewalling/concrete

blocks with a minimumof5.0 N/mm2 average compessive

strength to B.S5390; beddedandjointedincement and

sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop

iron strips at alternatecourses to:- 200 mmThick walls Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps Thermal ExpansionJoints;laidinconcretework

(Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

Carried to Collection

SM

SM

SM

LM

265

362

36

18

KSHS

SongaOgodaAssociates 4/4 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

143 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

COLLECTION

PAGE NO. 4/1

PAGE NO. 4/2 PAGE NO. 4/3 PAGE NO. 4/4

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 4/5 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

144 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

SECTION NO. 4 LABORATORY

ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Beams

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional)

8 mmDiameter bars

16 mmDiameter bars

20 mmDiameter bars

25 mmDiameter bars

Steel/sawnsoftwood formwork: to

Sides and soffits: beams

Vertical sides of Columns

Ditto: Curved columns to aradius not exceeding300mm

Thermal ExpansionJoints;laidinconcretework (Provisional)

25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant TOTAL CARRIED TO SUMMARY

CM

CM

KG

KG

KG

KG

SM

SM

SM

SM

LM

15

7

347

647

741

578

165

74

18

43

18

KSHS

SongaOgodaAssociates 4/6 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

145 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

SECTION NO. 4 LABORATORY ELEMENT NO. 3 WALLS EXTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls

Ditto: 200 mm Thick gable walls

INTERNAL WALLS

Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide Carried to Collection

SM

SM

SM

LM

211

17

81

152

KSHS

SongaOgodaAssociates 4/7 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

146 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Steel columns with one coat redoxideprimerbefore fixing as desribedin: 100mmDiameter x4mmthick x3000mmlongC.H.S steel pillars twicewelded to floor with steel plate (m/s) 200 x200 x3mmthick mild steel plate: four times bolted to concrete surfaces 20mmDiameter x150mmlongmild steel bolts:one end bent and anchored into concrete: otherthreaded: with end washers firstgradetwo packepoxy paint orequal andapproved

paint:as desribedin Surfaces: over100 but notexceeding200 mmgirth Carried to Collection COLLECTION Prepareandapply oneundercoat andtwo finishing coats of PAGE NO. 4/7 PAGE NO. 4/8 TOTAL CARRIED TO SUMMARY

NO

NO

NO

LM

8

16

64

24

KSHS

KSHS

SongaOgodaAssociates 4/8 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

147 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SM

LM

LM

LM

LM

LM

418

57

21

156

19

9

KSHS

SongaOgodaAssociates 4/9 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

148 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate

150 x50 mmRafters

100 x50 mm Struts and ties

150 x50 mmCeilingjoists

150 x50 mm Purlins

150 x50 mmCommon Rafters

100 x50 mmKingPosts

250 x25 mmRidgeboard

150 x50 mmHip/Valleyratfers

Mildsteel

12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL

24 gaugemetal sheet as describedin:-

150 x150mmboxed gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer.

Extraover for boxed end size150 x150mmditto.

Carried to collection

LM

LM

LM

LM

LM

LM

LM

LM

LM

NO

LM

NO

152

238

568

192

271

251

41

114

42

1064

112

8

KSHS

SongaOgodaAssociates 4/10 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

149 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters. 24 Gaugegalvanizedmildsteel 100 mmDiameter down pipes: fixed to concrete column at 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends Extraover pipeforswan necked projections: 600mmlong Fascia/Eaves Wrot primegradepodo as describedin:- Ex100 x25mmEaves slats secretlynailed to and including 50 x50mmsawn celcured cypress battens at 600mm c/c Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

Carried to Collection

SM

LM

NO

NO

SM

LM

LM

SM

LM

LM

51

24

8

8

67

125

112

67

125

112

KSHS

SongaOgodaAssociates 4/11 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

150 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

COLLECTION

PAGE NO. 4/9

PAGE NO . 4/10 PAGE NO . 4/11 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 4/12 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

151 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

SECTION NO. 4 LABORATORY ELEMENT NO. 5 WINDOWS STEEL WINDOWS Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting:

ironmongery Window ref W1 size2100 x1500 mmhigh : comprisingof

2No. Opennable leaves size800 x1050 mmhigh; 2No. Top hungpanels size800 x450mmhigh; 1No. Fixed panel overall size800 x1800mmhigh in small panes of 400 x450mmhigh General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends

Carried to collection

NO

LM

LM

LM

LM

NO

24

53

53

53

53

48

KSHS

SongaOgodaAssociates 4/13 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

152 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

Curtainrail "Silent gliss"or equal and approved heavydutyaluminium

channel curtain rail: with and includingrollers at 100 mm

centres, laps and stops ( doublerail)

6mmThick clearsheet glass andglazing to metal with

putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal

with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates):

vibrated: 265 x75 mmThick weathered and throated window cill:

fairfaced on exposed surfaces: bedded jointed and pointed

in cement and sand (1:4) mortar

Prepareandapply one coat aluminiumwood primer

beforefixing: on wood: to

Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth

Carried to collection

LM

SM

SM

LM

LM

LM

106

133

7

53

106

204

KSHS

SongaOgodaAssociates 4/14 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

153 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection COLLECTION

PAGE NO. 4/13

PAGE NO. 4/14

PAGE NO. 4/15 TOTAL CARRIED TO SUMMARY

LM

LM

SM

53

53

280

KSHS

KSHS

SongaOgodaAssociates 4/15 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

154 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

SECTION NO. 4 LABORATORY ELEMENT NO. 6 DOORS

Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frame and2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass. Doubleleaf door; overall size1500 x2400 mmhigh; in 2No. Equal opennable leaves overallsize750 x2400 mmhigh; comprisingof 20x20 x3mmthick top and bottom panels, cross rails, stiles and mullions to form small grids of180 x325mmhigh infilled with 6mmthick tinted glass; fanlight overallsize900 x300mmhigh comprisingof 5No. Grids size180 x200mmhigh and mosquito gauzeoverallsize860 x60mmhigh.; and 3mmthick flat plate size860 x300mmhigh on

both sides to form baseforfixingironmongery. FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules Carried to Collection

NO

NO

4

6

KSHS

SongaOgodaAssociates 4/16 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

155 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

I

Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean

200 x50 mmFrames: Threelabours: plugged 20 x40 mmArchitrave: screwed to frame and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads 100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing

Polished Stainless steel Threelever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2102BB or equal and approved

38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete 6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Carried to Collection

LM

LM

LM

LM

LM

PRS

NO

NO

SM

35

35

35

14

6

9

6

14

2

KSHS

SongaOgodaAssociates 4/17 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

156 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane

clearvarnish: on wood: to

Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

Prepare, touch up primerandapply three coats first

gradeglossoil paint:onmetal:to

General surfaces: steel doors (measured flat overall) Carried to Summary

LM

LM

SM

LM

LM

LM

LM

LM

SM

84

41

23

35

6

35

35

14

29

KSHS

SongaOgodaAssociates 4/18 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

157 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

COLLECTION

PAGE NO. 4/16

PAGE NO. 4/17 PAGE NO. 4/18 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 4/19 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

158 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

SECTION NO. 4

LABORATORY ELEMENT NO. 7 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal

andapproved hardener;finished hardandsmooth on

concreteto Architect's approval. Floors &Verandah 10 mmThick x150 mmhigh mahoganyskirtingwith rounded t EXTERNAL WALLFINISH 15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Column surfaces

Wallsurfaces

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces

Ditto: Wallsurfaces

Ditto: Column surfaces

Carried to Collection

SM

LM

SM

SM

SM

SM

SM

SM

362

175

51

46

228

51

228

46

KSHS

SongaOgodaAssociates 4/20 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

159 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

INTERNAL WALLFINISHES 12 mmThick limeplaster: steel trowelled: on concrete

orblockwork: to

Walls Beam surfaces internally Column surfaces internally Prepareandapply three coats firstgradeplastic emulsion

paint:on plaster: to

Walls Beam surfaces internally

Column surfaces internally

CEILINGFINISHES

12 mmThick chipboardceiling boards: in1200 x 2400

panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure

impregnatedwith tanalith C

50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged Carried to collection

SM

SM

SM

SM

SM

SM

SM

SM

LM

390

114

46

390

114

46

362

362

191

KSHS

SongaOgodaAssociates 4/21 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

160 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT( KSHS)

A

B

C

D

E

F

General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Surfaces not exceeding100 mmgirth Ditto: surfaces 100 - 200 mm girth Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites Prepareandapply three coats polyurethane clearvarnish:

onwood: to Cornice: over100 but notexceeding200 mmgirth Skirting: over100 but notexceeding200 mmgirth

Carried to Collection COLLECTION

PAGE NO. 4/20

PAGE NO. 4/21 PAGE NO. 4/22 TOTAL CARRIED TOSUMMARY

LM

LM

LM

SM

LM

LM

191

191

366

362

191

175

KSHS

KSHS

SongaOgodaAssociates 4/22 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

161 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

SECTION NO. 4 LABORATORY ELEMENT NO. 8 Laboratory worktops Low level Laboratoryworktop overallsize13650 x600 x900 high comprisingof 100mmthick mass concrete class 15/20 plinths 20mmthick graniteworktop slab on 25mm thick blockboard, Beech laminate/wallnut finished MDFfacings and drawers complete complete with first qualityironmongery and finishes. (L- Shaped)

Ditto: Overallsize8700 x600 x900mmhigh

Ditto: Overallsize4500 x600 x900mmhigh

Ditto: Overallsize3800 x600 x900mmhigh

Ditto: Overallsize2050 x600 x900mmhigh

StoreShelving

Moisture resistant blockboardto B.S3444; Mahogany veneered both sides; bondedwith andincluding 25 x 15mm thick hardwoodlipping allround; with andincluding wallnut finishto interior designer's approval

25mmThick x450mmwideshelves complete with approved shelvingclips at 300mm centres

30mmThick back panels:plugged TOTAL CARRIED TO SUMMARY

NO

NO

NO

NO

NO

LM

SM

1

1

1

1

1

49

16

KSHS

SongaOgodaAssociates 4/23 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

162 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

SECTION NO. 4 LABORATORY ELEMENT NO. 9

B.W.I.C ELECTRICAL ENGINEERINGSERVICES

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for

Lightingpoints and switches Power points

Consumer unit

MeterBoard

Distribution Board

B.W.I.C MECHANICAL ENGINEERINGSERVICES Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for

LaboratorySinks FireAlarm Detection &Suppression Unit TOTAL CARRIED TO SUMMARY

NO

NO

NO

NO

NO

NO ITEM

42

28

1

1

1

36

1

KSHS

SongaOgodaAssociates 4/24 Laboratories

SOA/SGR/2015/06 SECTIONNO.4 ProposedVoiGirlsRescueCentre

163 | P a g e

ITEM DESCRIPTION PAGENO. AMOUNT

1

2

3

4

5

6

7

8

9

SECTION NO. 4 PROPOSED VOI GIRLS RESCUE CENTRE-LABORATORY BLOCK

SUMMARY ELEMENTPAGE NO SUBSTRUCTURES 4/5 REINFORCEDCONCRETESUPERSTRUCTURE 4/6 WALLING 4/8 ROOFINGAND RAINWATER DISPOSAL 4/12 WINDOWS 4/15 DOORS 4/19 FINISHES 4/22 FITTINGS&FIXTURES 4/23 B.W.I.C ELECTRICALENGINEERINGSERVICES 4/24

TOTAL FOR 1NO. WING

TOTAL CARRIED TO MAINSUMMARY

X 2NO.

SongaOgodaAssociates 4/25 Laboratories

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

164 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

E

F

G

SECTION NO. 5 ADMINISTRATIONBLOCK

ELEMENT NO. 1

SUBSTRUCTURES(PROVISIONAL)

Sitepreparation

Termidor EC'chemical anti termite treatment or other equal and approved antitermite treatment to top surfaces of hardcore blindingexecuted byqualified and registered persons bythe

manufacturer under aten-year guarantee

Excavation

Excavate for vegetablesoil average200 mmdeep: remove from site Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Excavate for column bases upto depths not exceeding1.5 metres deep from thereduced level Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial

Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority

SM

SM

CM

CM

CM

CM

CM

CM

700

700

726

80

24

24

50

780

SongaOgodaAssociates 5/1 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

165 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

F

G

H

J

K

M

N

Planking andstrutting Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Disposal ofwater Keep excavations freefrom all waterbailingor pumping Fillings Murram fillings: deposited, spread; wellwatered levelled and compacted in layers not exceeding150mmthick under floors to level and slope as required.

300 mmCrushed stonehardcore: ditto 50 mm Stone dust blindingto surfaces of hardcorerolled smooth to receive polythenedamp proofingmembrane(m/s)

Insitumass concreteclass15 (19 mmaggregates): vibrated: to 50 mmBlindingunder strip foundation Ditto: underColumn Bases Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Columns Bases

Columns

Ditto: Strip foundations Ditto: 150mm Thick Floor

Carried to Collection

ITEM ITEM

CM

SM

SM

SM

SM

CM

CM

CM

SM

726

485

485

160

76

23

9

32

485

KSHS

SongaOgodaAssociates 5/2 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

166 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars 25 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in Floor bed: 200 mm laps Fair facedsteel formwork: to

Vertical sides: foundations

Ditto: Column bases

Ditto: Columns Ditto: to curved columns at a radius not exceeding300mm Edges of floor slab: over 75 but notexceeding150 mmgirth Carried to Collection

KG

KG

KG

KG

KG

KG

SM

SM

SM

SM

SM

LM

680

680

1020

1700

1700

1020

485

107

77

112

17

116

KSHS

SongaOgodaAssociates 5/3 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

167 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Mediumchisel dressed natural stonewalling/concrete blocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

Carried to Collection COLLECTION

PAGE NO. 5/1

PAGE NO. 5/2 PAGE NO. 5/3 PAGE NO. 5/4 TOTAL CARRIED TO SUMMARY

SM

SM

SM

LM

534

485

36

18

KSHS

KSHS

SongaOgodaAssociates 5/4 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

168 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

SECTION NO. 5 ADMINISTRATIONBLOCK

ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Beams

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional)

8 mmDiameter bars

12 mmDiameter bars

16 mmDiameter bars

20 mmDiameter bars Fair facedsteel formwork: to

Sides and soffits: beams Ditto: Column Ditto: to curved columns at a radius not exceeding250mm Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant TOTAL CARRIED TO SUMMARY

CM

CM

KG

KG

KG

KG

SM

SM

SM

SM

LM

23

10

700

875

1050

875

275

135

20

43

18

KSHS

SongaOgodaAssociates 5/5 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

169 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

SECTION NO. 5 ADMINSTRATIONBLOCK

ELEMENT NO. 3

WALLS

EXTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls

Ditto: 200 mm Thick gable walls

Extraover fair faced walls forkeypointingwith cement/sand (1:4)mortarwith recessed horizontal and flush vertical keys

INTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mm Walls

Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide Carried to Collection

SM

SM

SM

SM

LM

170

64

170

275

249

KSHS

SongaOgodaAssociates 5/6 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

170 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Steel columns with one coat redoxideprimerbefore fixing as desribedin: 100mmDiameter x4mmthick x3000mmlongC.H.S steel pillars twicewelded to floor with steel plate (m/s) 200 x200 x3mmthick mild steel plate: four times bolted to concrete surfaces 20mmDiameter x150mmlongmild steel bolts:one end bent and anchored into concrete: otherthreaded: with end washers Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint:as desribedin Surfaces: over100 but notexceeding200 mmgirth Carried to Collection

COLLECTION PAGE NO. 5/6 PAGE NO. 5/7 TOTAL CARRIED TO SUMMARY

NO

NO

NO

LM

2

4

16

6

KSHS

KSHS

SongaOgodaAssociates 5/7 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

171 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

F

G

SECTION NO. 5 ADMINISTRATIONBLOCKELEMENT NO.

4 ( PROVISIONAL) ROOFINGAND

RAINWATER DISPOSAL

28 GaugeprepaintedCorrugatedGalvanised ironroofing sheets as manufactured by Mabati Rolling Mills or other equal andapprovedsource; with andincluding bolting andalllabours ofhoisting 3000 mmabovefinished floor level as describedin:- Roofingsheets laid with minimum 75mm sidelaps and

150mmend laps nailed to timber purlins including

rubber washers to match. Ridge capping Hip/valleycapping Extraover labouritem forrakingcuttingon roofingsheets Flashing 3mmThick GCI metal sheet as describedin:- 350mmgirth Gauge24 plain sheet with oneside wedged

SM

LM

LM

LM

730

12

28

80

14

7

KSHS

and grooved into walls and otherside laid flush overroofingsheets includingpointingin cement/sand mortar mix. 600mmgirth metal sheet wedged both sides and tucked under tiles to form valleygutters.

Carried to collection

LM

LM

SongaOgodaAssociates 5/8 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

172 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

M

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate 150 x50 mmRafters 100 x50 mm Struts and ties 100 x50 mmKingPosts 150 x50 mmCeilingjoists 150 x50 mm Purlins 150 x50 mmcommon rafters 250 x25 mmRidgeboard 150 x50 mmHip/Valleyratfers Mildsteel 12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL 24 gaugemetal sheet as describedin:- 150 x150mmboxed gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer. Extraover for boxed end size150 x150mmditto. Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters.

Carried to collection

LM

LM

LM

LM

LM

LM

LM

LM

LM

NO

LM

NO

SM

249

436

828

398

680

567

79

29

56

840

115

5

15

KSHS

SongaOgodaAssociates 5/9 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

173 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

24 Gaugegalvanizedmildsteel 100 mmDiameter down pipes: fixed to concrete column at 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends Extraover pipeforswan necked projections: 600mmlong Fascia/Eaves Wrot primegradepodo as describedin:- Ex100 x25mmEaves slats secretlynailed to and including 50 x50mmsawn celcured cypress battens at 600mm c/c Ex100 x25mmmoistureresistant weatherboardingtimber louvres; treated with anti-insect resin;secretlynailed to conceal exposed truss members. Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Ditto: soffits of louvred weatherboards

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

Carried to Collection

LM

NO

NO

SM

SM

LM

LM

SM

SM

LM

LM

15

5

5

35

3

115

115

35

3

115

115

KSHS

SongaOgodaAssociates 5/10 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

174 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

COLLECTION

PAGE NO. 5/8

PAGE NO . 5/9 PAGE NO . 5/10 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 5/11 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

175 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

SECTION NO. 5 ADMINISTRATIONBLOCK ELEMENT NO. 5 WINDOWS STEEL WINDOWS

Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window ref W1 size3000 x600 mmhigh : comprisingof 5No. Opennable tophungleaves size600 x300 mmhigh; 5No. bottom fixed panel overallsize600 x300mmhigh as per Architectural Schedules

NO

2

2

23

KSHS

Boxed Window ref W2 size3000 x1500 mmhigh : comprising of 2No. Opennable leaves size750 x1200 mmhigh; 4No. Top hungpanels size750 x300mmhigh; 2No. Fixed panel overall size750 x1200mmhigh in small panes of 150 x300mmhigh as per Architectural Schedules Window ref W3 size2100 x1500 mmhigh : comprisingof 2No. Opennable leaves size700 x1200 mmhigh; 2No. Top hungpanels size700 x300mmhigh; 1No. Fixed panel overall size700 x1200mmhigh in small panes of 300 x300mmhigh; and 3No. Fixed top panels overallsize700 x300mmhigh; as per Architectural Schedules

Carried to collection

NO

NO

SongaOgodaAssociates 5/12 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

176 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

B

C

D

E

F

G

H

I

J

General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail) 6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates): vibrated: 265 x75 mmThick weathered and throated window cill: fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar Carried to Collection

LM

LM

LM

LM

NO

LM

SM

SM

LM

59

59

59

59

50

118

81

5

66

Kshs

SongaOgodaAssociates 5/13 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

177 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth

Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection COLLECTION

PAGE NO. 5/12

PAGE NO. 5/13 PAGE NO. 5/14 TOTAL CARRIED TO SUMMARY

LM

LM

LM

LM

SM

118

118

59

59

172

KSHS

KSHS

SongaOgodaAssociates 5/14 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

178 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

SECTION NO. 5 ADMINISTRATIONBLOCK ELEMENT NO. 6 DOORS Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frame and2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass.

Single leaf door; overall size900 x2400 mmhigh; comprising 20 x20 x3mmthick top and bottompanels, cross rails, stiles and mullions to form smallgrids of180 x325mmhigh (25No.) infilled with 6mm thick tinted glass; fanlight overallsize 900 x300mmhigh comprisingof 5No. Grids size180 x 200mmhigh and mosquito gauzeoverallsize860 x60mm high.; and 3mm thick flat platesize860 x300mmhigh on both sides to form baseforfixingironmongery. Ditto : Double Door Overallsize1500 x2400mmhigh comprisingof 2No. Opennable leaves size750 x2400mm high. Carried to Collection

NO

NO

2

4

KSHS

SongaOgodaAssociates 5/15 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

179 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

I

J

FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules

Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged

20 x40 mmArchitrave: screwed to frame and pellated

20 x20 mmQuadrant beading: one labour: ditto

10 x20 mmGlazingbeads

100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel threelever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2237 or equal and approved Ditto: But Two Lever as per "UNION"cataloqueNO. 2102 BB 38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Carried to Collection

NO

LM

LM

LM

LM

LM

PRS

NO

NO

NO

13

74

74

74

31

12

19.5

5

8

23

KSHS

SongaOgodaAssociates 5/16 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

180 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

K

Ironmongery cont'd Polished Stainless Steel Escutcheon with indicators; Reference to UNIONCatalogue87045C Aluminiumdoor closers includingallaccessories: Rack-and Pinion projectingArm Closers with Pullside Hold open Arm; latchingaction via arm;dual speed valve control; Referenceto Briston series 2003 or equal and approved 6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

Carried to Collection

NO

NO

SM

LM

LM

SM

LM

LM

LM

LM

LM

8

8

4

191

74

56

74

12

74

74

31

KSHS

SongaOgodaAssociates 5/17 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

181 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

Prepare, touch up primerandapply three coats first

gradeglossoil paint:onmetal:to General surfaces: steel doors (measured flat overall) Carried to Summary COLLECTION

PAGE NO. 5/15

PAGE NO. 5/16 PAGE NO. 5/17 PAGE NO. 5/18 TOTAL CARRIED TO SUMMARY

SM

19

KSHS

KSHS

SongaOgodaAssociates 5/18 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

182 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

SECTION NO. 5 ADMINISTRATIONBLOCK ELEMENT NO. 7 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal andapproved hardener;finished hardandsmooth on concreteto Architect's approval. Floors 10 mmThick x150 mmhigh mahoganyskirtingwith rounded t Cement andsand(1:4) screeded beds

: on concrete: to: 30 mmThick to receive Ceramictiles (washrooms) 300 x 300 x 10mmThick polished non-slipceramic tiles as manufactured by Saj Industries or equal and approved: on bed: beddedandjointedin screededand waterproofed cement grout:to Floors Ditto: 8 mm Thick x100 mmhigh skirting Carried to Collection

SM

LM

SM

SM

LM

449

337

36

36

34

Kshs

SongaOgodaAssociates 5/19 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

183 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

EXTERNAL WALLFINISH

15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Wallsurfaces

Column surfaces

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces

Ditto: Wallsurfaces

Ditto: Column surfaces

INTERNAL WALLFINISHES

12 mmThick limeplaster: steel trowelled: on concrete orblockwork: to Walls

Beam surfaces internally

Ditto: Column surfaces

300 x 200 x 10 mmThick colouredglazedceramic walltiles on backings (m/s) pointedandjointed

inmatching cement mortar: to

Walls

Plastic beadingforfair edges

Carried to Collection

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

LM

60

64

74

60

64

74

723

167

38

61

34

SongaOgodaAssociates 5/20 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

184 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply three coats firstgradeplastic emulsion paint:on plaster: to Walls Beam surfaces internally

Ditto: Column surfaces

CEILINGFINISHES

12 mmThick chipboardceiling boards: in1200 x 2400 panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure impregnatedwith tanalith C 50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Ditto: surfaces 100 - 200 mm girth Carried to Collection

SM

SM

SM

SM

SM

LM

LM

LM

723

167

38

485

485

383

383

383

Kshs

SongaOgodaAssociates 5/21 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

185 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites Prepareandapply three coats polyurethane clearvarnish:

onwood: to Cornice: over100 but notexceeding200 mmgirth Skirting: over100 but notexceeding200 mmgirth

Carried to Collection COLLECTION

PAGE NO. 5/19

PAGE NO. 5/20 PAGE NO. 5/21 PAGE NO. 5/22 TOTAL CARRIED TOSUMMARY

SM

LM

LM

485

383

337

KSHS

KSHS

SongaOgodaAssociates 5/22 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

186 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 5 ADMINISTRATIONBLOCK ELEMENT NO. 8 PLANTERS Insituconcreteclass20 (20 mmaggregate):vibrated: reinforced: in 150mm Slabs Highyieldsquaretwisted bars to B.S. 4461:including bends, hooks, spacers,distanceblocks andtying wire: (Provisional) 8 mmDiameter bars 10 mmDiameter bars Selected finedressed natural stone/ Concreteblock walling with a minimumof5.0 N/mm2 average compessivestrength to B.S5390;beddedandjointedincement andsand(1:4) mortar 200mmThick walling: reinforced with 20 gaugehoop iron at alternate courses Waterproofing (internally ) with "Sika® seal Waterproofing Slurry"or equal andapprovedmaterial; in accordancewith the manufacturers' specifications To horizontal beds in two coats each 2mmthick at therate of 1.6 Kgper squaremetre To vertical walls in two coats each 2mmthick at therate of 1.6Kgper squaremetre

Carried to Collection

SM

KG

KG

SM SM

SM

3

30

60

6

3

6

KSHS

SongaOgodaAssociates 5/23 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

187 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

12 mmCement andsand(1:4) render: on concrete orblockwork: to

Walls Prepareandapply three coats of firstgradevinyl matt emulsion paint with teflonsurfaceprotectoras manufactured by crownsolo paints orotherequal and approvedsources; on renderedsurfaces: to Rendered wallsurfaces Carried to Collection

COLLECTION

PAGE NO. 5/23

PAGE NO. 5/24 TOTAL CARRIED TO SUMMARY

SM

SM

12

12

KSHS

KSHS

SongaOgodaAssociates 5/24 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

188 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

SECTION NO. 5

ADMINISTRATIONBLOCK ELEMENT NO. 9 FLAGPOSTS&COUNTERS 60mmDiameter (average) x3mmthick C.H.S galvanised mild steel taperingflagpost 4000mmlong: fixed on and including 300 x300 x200 mmconcrete class 25(20mmthick aggregates) base: formwork: excavation and disposal of excavated material: Oneundercoat and two finishingcoats of first gradetwo pack epoxypaint Reception Counter Quarter round shaped Counteroverallsize4000 x600 x 1200mmhigh comprisingof 100mmthick mass concrete class 15/20 plinths 20mm thick granitetop slab on blockboard deckingsupported on 30 x30 x3mmthick mild steel R.H.S

NO

1

1

1

53

16

19

KSHS

sections at 300mm c/c; MDFmeru oak veneered facings,drawers and doorleaves; first qualityironmongeryand finishes to Architectural details.

Account's OfficeCounter

StoreShelving

Moisture resistant blockboardto B.S3444; Mahogany veneered both sides; bondedwith andincluding 25 x 15mm thick hardwoodlipping allround; with andincluding wallnut finishto interior designer's approval 25mmThick x450mmwideshelves complete with approved shelvingclips at 300mm centres 30mmThick back panels:plugged Ditto: Pigeon hole shelving/dividerpanels:plugged and or screwed together Carried to Collection

NO

NO

LM

SM

SM

SongaOgodaAssociates 5/25 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

189 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

OfficeCabinets OfficeCabinets: size5700 x350 x1800mmhigh comprisingofbeech laminate MDF shelving, division and doors

complete with bronze glazingat the middle ofdoors;all finishes

and first qualityironmongeryto Architectural details. Carried to Collection COLLECTION PAGE NO. 5/25

PAGE NO. 5/26 CARRIED TO SUMMARY

NO

2

Kshs

KSHS

SongaOgodaAssociates 5/26 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

190 | P a g e

ITEM DESCRIPTION UNIT Q UANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

SECTION NO. 5 ADMINISTRATIONBLOCK ELEMENT NO. 10

B.W.I.C ENGINEERINGSERVICES

B.W.I.C Electrical Engineering Installations

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches Power points

Consumer unit

MeterBoard

Distribution Board

B.W.I.C Mechanical Engineering Installations Builders workinconnection with mechanical services: cut and/or leaveandmakegoodthereafter forsanitary fittings, equipments and pipework therein: concealed typeplumbing and ducting : for W.C. Suite Wash hand basins

Urinals TOTAL CARRIED TO SUMMARY

NO

NO

NO

NO

NO

NO

NO

NO

37

30

1

1

1

5

5

2

KSHS

SongaOgodaAssociates 5/27 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.5 ProposedVoiGirlsRescueCentre

191 | P a g e

ITEM DESCRIPTION PAGENO. AMOUNT

1

2

3

4

5

6

7

8

9 10

SECTION NO. 5 PROPOSED VOI GIRLS RESCUE CENTRE-ADMINISTRATIONBLOCK

SUMMARY ELEMENTPAGE NO SUBSTRUCTURES 5/4 REINFORCEDCONCRETESUPERSTRUCTURE 5/5 WALLING 5/7 ROOFINGAND RAINWATER DISPOSAL 5/11 WINDOWS 5/14 DOORS 5/18 FINISHES 5/22 PLANTERS 5/24 FLAGPOSTS&RECEPTIONCOUNTER 5/26 B.W.I.C ELECTRICALENGINEERINGSERVICES 5/27

TOTAL CARRIED TO MAINSUMMARY

SongaOgodaAssociates 5/28 AdministrationBlock

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

192 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

SECTION NO. 6 DORMITORY

ELEMENT NO. 1

SUBSTRUCTURES(PROVISIONAL)

Sitepreparation

1500

1500

1275

106

56

50

35

1402

KSHS

Termidor EC'chemical anti termite treatment or equal and approved to top surfaces of hardcoreblindingexecuted byregistered and qualified person under aten-year guaranteebythe manufacturer Excavation

Excavate for vegetablesoil average200 mmdeep: and store on site for re-usein landscaping Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Ditto: column bases

Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial

Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority

Planking andstrutting

Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Carried to Collection

SM

SM

CM

CM

CM

CM

CM

CM

ITEM

SongaOgodaAssociates 6/1 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

193 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

Disposal ofwater Keep excavations freefrom all waterbailingor pumping Fillings Murram fillings: deposited, spread; wellwatered levelled and compacted in layers not exceeding150mmthick under floors to level and slope as required.

300 mmCrushed stonehardcore: ditto 50 mm Stone dust blindingto surfaces of hardcorerolled smooth to receive polythenedamp proofingmembrane(m/s)

Insitumass concreteclass15 (19 mmaggregates): vibrated: to 50 mmBlindingunder strip foundation Ditto: column bases Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Column bases

Columns

Strip foundation footing Ditto: 150mm Thick Floor

Carried to Collection

ITEM

CM

SM

SM

SM

SM

CM

CM

CM

SM

1275

849

849

212

113

34

10

42

849

KSHS

-

SongaOgodaAssociates 6/2 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

194 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B (Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in Floor bed: 200 mm laps Fair facedsteel formwork: to Vertical sides: foundation trenches Ditto: column bases Ditto: Columns Edges of floor slab: over 75 but notexceeding150 mmgirth Mediumchisel dressed natural stonewalling/concrete blocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls Carried to Collection

KG

KG

KG

KG

KG

SM

SM

SM

SM

LM

SM

1365

1365

2275

2275

1820

849

141

85

134

238

706

Kshs

SongaOgodaAssociates 6/3 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

195 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material

50 x25mmThick masticjoint sealant

Carried to Collection COLLECTION

PAGE NO. 6/1

PAGE NO. 6/2 PAGE NO. 6/3 PAGE NO. 6/4 TOTAL CARRIED TO SUMMARY

SM

SM

LM

849

80

40

KSHS

KSHS

SongaOgodaAssociates 6/4 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

196 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

SECTION NO. 6 DORMITORY ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Beams

Columns 450mmThick (deep) overallribbed suspended floorslabs comprisingof 150 x300mmribs at 600mm centres and 150mmthick slab reinforced with BRC mesh fabric reinforcement (m/s)

Mild steel BRC A142 Mesh ; 2.22kg/m2 laid to hollow pot slabs: 300 mmend and sidelaps Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B (Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars Carried to Collection

CM

CM

SM

SM

KG

KG

KG

KG

KG

64

12

849

849

1924

3124

3124

3604

3844

KSHS

SongaOgodaAssociates 6/5 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

197 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

Fair facedsteel formwork: to Sides and soffits: beams

Vertical sides : Columns Soffits of suspended floorslabs Edges of floor slab: exceeding75mmbut not150mmgirth Thermal ExpansionJoints;laidinconcretework (Provisional)

25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant Carried to Collection COLLECTION PAGE NO:6/5 PAGE NO:6/6

TOTAL CARRIED TO SUMMARY

SM

SM

SM

LM

SM

LM

777

403

849

238

100

80

KSHS

KSHS

SongaOgodaAssociates 6/6 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

198 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE (KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

SECTION NO. 6 DORMITORY ELEMENT NO. 3

STAIRCASESSTAIR

CASES(3NO.)

Insituconcrete: class20 (20 mmaggregate):vibrated: reinforced Staircases 150 mmThick suspended landing Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B (Provisional) 12 mmDiameter bars 8 mmDiameter bars Fair facedsteel formwork: to Slopingsoffits of staircases Vertical risers: over75 but notexceeding150 mmwide Ditto: edges of landings Sides: slopingstaircasestrings 350 mm wide (extreme): cut to profile Soffits: suspended landings

Carried to collection

CM

SM

KG

KG

SM

LM

LM

LM

SM

10

32

1155

399

48

143

45

32

32

KSHS

SongaOgodaAssociates 6/7 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

199 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE (KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

Cement andsand(1:3) screed:mixed with SIKA or equal

andapproved hardener;finished hardandsmooth on

concreteto Architect's approval.

50mmThick to Landings 300 mm Wide treads with 3mmdeep groovefornon-slip :

bullnosefront 150 mmhigh risers 10mmThick x150 mmhigh skirting: with rounded top and

coved junction with floor

Ditto: labouritem forrakingto profileof treads and risers 12 mmThick limeplaster: steel trowelled: on concrete

orblockwork: to

Horizontal soffits: landings

Sloppingsoffits: staircases

Sides: slopingstaircasestrings

Vertical:edges of landings 150 mm wide

Carried to collection

SM

LM

LM

LM

LM

SM

SM

SM

LM

32

135

143

73

278

32

48

32

45

KSHS

SongaOgodaAssociates 6/8 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

200 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE (KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply three coats firstgradematt emulsion paint orequal andapproved paint:on plasteredsurfaces: to:

Soffits: landings Ditto: sloppingstaircases Sides: sloppingstaircasestrings Vertical:edges of landings over 100but notexceeding

200 mmhigh STAIRCASEBALUSTRADING: (PROVISIONAL) Mildsteel in bars,sections and plates: with one coat two-pack epoxy zinc chromateprimerbeforefixing or equal andapprovedas desribedin:

75 mmDiameter x3mmthick tube handrailwelded to balusters 75 mmDiameter x3 mmthick pipe handrail: fixed to wallat

600mmcentres with 12 mm diameter x150 mmlongbrackets 25 mmDiameter x3mmThick middle &bottom rails; at

150mmcentres; welded to balusters at 600mm centres 50 mmDiameter x3mmthick newels 1050 mmlong: top end welded to handrail; bottomend (150mmlong) cranked and built into mortice concrete; fixed with 65 mm diameter mild steel plate complete with 4No. 5mm diameter screw holes &screws; 50mmdiametergalvanised steel receptacle with 15mmflange forscrews grouted into floors at 1000mm centres Carried to Collection

SM

SM

SM

LM

LM

LM

LM

NO

32

48

32

45

42

74

126

43

KSHS

SongaOgodaAssociates 6/9 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

201 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE (KSHS)

AMOUNT(KSHS)

A

B

C

D

Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint:as desribedin Surfaces: over100 but notexceeding200 mmgirth GUARD RAILING: (PROVISIONAL) Mildsteel in bars,sections and plates: with one coat

two-pack epoxy zinc chromateprimerbeforefixing or

equal andapprovedas desribedin:

50 mmDiameter x3mmthick tube handrailwelded to

balusters at thetop and grouted into concrete columns(m/s)

at the extreme ends 25 mmDiameter x3mmthick middle and bottom rails ditto

50 mmDiameter x3mmthick balusters 900 mm high: top end welded to handrail; bottomend (150mmlong) cranked and built into mortice concrete; fixed with 65 mm diameter mild steel plate complete with 4No. 5mm diameter screw holes &screws; 50mmdiametergalvanised steel receptacle with 15mmflange forscrews grouted into floors at 200mm centres Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint on metal surfaces: to Surfaces: over100 but notexceeding200 mmgirth

Carried to collection

LM

LM

LM

NO

LM

283

32

96

161

273

KSHS

E

SongaOgodaAssociates 6/10 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

202 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE (KSHS)

AMOUNT(KSHS)

COLLECTION

PAGE NO. 6/7

PAGE NO. 6/8 PAGE NO. 6/9 PAGE NO. 6/10

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 6/11 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

203 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

SECTION NO. 6 DORMITORY ELEMENT NO. 4 WALLS EXTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls Ditto: 200 mm Thick gable walls Extraover fair faced walls forkeypointingwith cement/sand (1:4)mortarwith recessed horizontal and flush vertical keys INTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mm Walls 100 mm Walls Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide Ditto: 100 mm wide

CARRIED TO SUMMARY

SM

SM

SM

SM

SM

LM

LM

775

40

775

552

173

353

36

KSHS

SongaOgodaAssociates 6/12 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

204 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 6 DORMITORY ELEMENT NO. 5 (

PROVISIONAL)ROOFINGAND

RAINWATER DISPOSAL

28 GaugeprepaintedCorrugatedGalvanised ironroofing sheets as manufactured by Mabati Rolling Mills or other equal andapprovedsource; with andincluding bolting and alllabours ofhoisting 6000mmabovefinished floor level as describedin:-

Roof sheets laid with 94 mmside laps and 200 mmend laps(minimum) Ridge capping Hip/valleycapping Extraover labouritem forrakingcuttingon CGIroofingsheets Flashing 3mmthickGCI metal sheet as describedin:- 350mmgirth Gauge24 plain sheet with oneside wedged and grooved into walls and otherside laid flush overroofing includingpointingin cement/sand mortar mix. 600mmgirth metal sheet wedged both sides and tucked under roofingsheets to form valleygutters.

SM

LM

LM

LM

LM

LM

1274

51

25

236

25

12

KSHS

SongaOgodaAssociates 6/13 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

205 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate 150 x50 mmRafters 100 x50 mm Struts and ties 150 x50 mmCeilingjoists 100 x50 mm Purlins 150 x50 mmcommon rafters 250 x25 mmRidgeboard 150 x50 mmHip/Valleyratfers Mildsteel 12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL 24 gaugemetal sheet as describedin:-

LM

LM

LM

LM

LM

LM

LM

LM

NO

356

713

905

518

620

856

101

50

1188

238

12

KSHS

150 mmDiameter half round gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer. Extraover for half round end size75 mmdiameter.

Carried to collection

LM

NO

SongaOgodaAssociates 6/14 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

206 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters. 24 Gaugegalvanizedmildsteel 100 mmDiameter down pipes: fixed to wallat 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends Extraover pipeforswan necked projections: 600mmlong Fascia/Eaves Wrot primegradepodo as describedin:- Ex100 x25mmEaves slats secretlynailed to and including

50 x50mmsawn celcured cypress battens at 600mm c/c Ex100 x25mmmoistureresistant weatherboardingtimber louvres; treated with anti-insect resin;secretlynailed to conceal exposed truss members. Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure

Carried to Collection

SM

LM

NO

NO

SM

SM

LM

LM

12

72

12

12

167

18

238

119

KSHS

SongaOgodaAssociates 6/15 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

207 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Painting andDecorating Preparefill upjoints with approvedwood fillerandapply

three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Ditto: soffits of louvred weatherboards

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss

oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

Carried to Collection COLLECTION

PAGE NO. 6/13

PAGE NO . 6/14 PAGE NO . 6/15 PAGE NO . 6/16 TOTAL CARRIED TO SUMMARY

SM

SM

LM

LM

167

18

238

119

KSHS

KSHS

SongaOgodaAssociates 6/16 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

208 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE AMOUNT

A

B

SECTION NO. 6 DORMITORY ELEMENT NO. 6 WINDOWS STEEL WINDOWS Supply, assemble and fix thefollowing purposemade

mildsteel windows: Fabricated from32 x 2.5 mmZand I

sections: 16mmdiameterhorizontal bars at 150 mm

centers and16mmdiametervertical bars at 200mm

centers completewith allthe necessary coupling mullions

andtransomes: One coat redoxideprimerbefore erection:

building inlugs to jambs , plugging andscrewing tohead

andcill: bedding allroundincement mortar, pointing

onesideinmastic: oiling easing andadjusting:

ironmongery Window ref W1 size6000 x600 mmhigh : comprisingof

8

96

KSHS

10No. Top hungopennable leaves size600 x300 mmhigh; 10No. Fixedbottom panel overallsize600 x300mmhigh

in smallpanes of 300 x300mmhigh as per Architectural

Schedules NO Boxed Window ref W2 size1800 x1500 mmhigh : comprising

of 2No. Opennable leaves size750 x1200 mmhigh; 3No. Top hungpanels size600 x300mmhigh; 1No. Fixed panel overall size300 x1200mmhigh in small panes of 300 x300mmhigh as per Architectural Schedules

Carried to collection

NO

SongaOgodaAssociates 6/17 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

209 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE AMOUNT

A

B

C

D

E

F

G

H

I

General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail)

6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates):

vibrated: 265 x75 mmThick weathered and throated window cill: fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar

Carried to collection

LM

LM

LM

LM

NO

LM

SM

SM

LM

192

192

192

192

192

384

259

29

242

KSHS

SongaOgodaAssociates 6/18 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

210 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE AMOUNT

A

B

C

D

E

Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection COLLECTION

PAGE NO. 6/17

PAGE NO. 6/18 PAGE NO. 6/19 TOTAL CARRIED TO SUMMARY

LM

LM

LM

LM

SM

384

384

192

192

576

KSHS

KSHS

SongaOgodaAssociates 6/19 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

211 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE

AMOUNT

A

B

C

SECTION NO. 6

DORMITORY ELEMENT NO. 7 DOORS

Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frameand 2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandall to stoneworkand bedding frames inwaterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with andincluding 6mmThick clearsheet glass. comprising 20 x20 x3mmthick top and bottompanels, cross rails, stiles and mullions to form smallgrids of180 x325mmhigh (25No.) infilled with 6mm thick tinted glass; fanlight overallsize 1200 x300mmhigh comprisingof 5No. Grids size240 x 200mmhigh and mosquito gauzeoverallsize1200 x60mm high.; and 3mm thick flat platesize860 x300mmhigh on both sides to form baseforfixingironmongery. FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules Ditto: disabled doorsize1200 x2400 mmhigh Carried to Collection

NO

NO

NO

8

44

12

KSHS

SongaOgodaAssociates 6/20 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

212 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE

AMOUNT

A

B

C

D

E

F

G

H

I

J

Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged 20 x40 mmArchitrave: screwed to frame and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads 100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel two lever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2102 BB or equal and approved 38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Polished Stainless Steel Escutcheon with indicators; Reference to UNIONCatalogue87045C Aluminiumdoor closers includingallaccessories: Rack-and Pinion projectingArm Closers with Pullside Hold open Arm; latchingaction via arm;dual speed valve control; Referenceto Briston series 2003 or equal and approved Carried to Collection

LM

LM

LM

LM

LM

PRS

NO

NO

NO

NO

323

323

323

142

54

84

56

72

48

56

KSHS

SongaOgodaAssociates 6/21 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

213 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to

Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

Prepare, touch up primerandapply three coats first gradeglossoil paint:onmetal:to

General surfaces: steel doors (measured flat overall) Carried to Collection

SM

LM

LM

SM

LM

LM

LM

LM

LM

SM

16

788

377

259

323

54

323

323

142

46

KSHS

SongaOgodaAssociates 6/22 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

214 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE AMOUNT

COLLECTION

PAGE NO. 6/20

PAGE NO. 6/21 PAGE NO. 6/22 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 6/23 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

215 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSH

S)

A

B

C

D

E

SECTION NO. 6 DORMITORY ELEMENT NO. 8 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal andapproved hardener;finished hardandsmooth on concreteto Architect's approval.

Floors 10 mmThick x150 mmhigh mahoganyskirtingwith rounded to Cement andsand(1:4) screeded beds

: on concrete: to: 30 mmThick to receive Ceramictiles (washrooms) 300 x 300 x 10mmThick polished non-slipceramic tiles as manufactured by Saj Industries or equal and approved: on bed: beddedandjointedin screededand waterproofed cement grout:to Floors Ditto: 8 mm Thick x100 mmhigh skirting Carried to Collection

SM

LM

SM

SM

LM

1493

676

205

205

260

Kshs

SongaOgodaAssociates 6/24 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

216 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

EXTERNAL WALLFINISH 15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Wallsurfaces (gable)

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces Ditto:

Wallsurfaces (gable)

INTERNAL WALLFINISHES

12 mmThick limeplaster: steel trowelled: on concrete orblockwork: to Walls

Beam surfaces internally Prepareandapply three coats firstgradeplastic emulsion paint:on plaster: to Walls

Beam surfaces internally 300 x 200 x 10 mmThick colouredglazedceramic walltiles on backings (m/s) pointedandjointed

inmatching cement mortar: to Walls Plastic beadingforfair edges Carried to Collection

SM

SM

SM

SM

SM

SM

SM

SM

SM

LM

288

40

288

40

2225

495

2225

495

468

260

Kshs

SongaOgodaAssociates 6/25 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

217 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT( KSHS)

A

B

C

D

E

F

G

CEILINGFINISHES 12 mmThick lime(1:2:9)plaster: steel trowelledsmooth:

onconcrete: to Horizontal soffits of suspended slabs 12 mmThick chipboardceiling boards: in1200 x 2400

panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure

impregnatedwith tanalith C 50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: surfaces 100 - 200 mm girth Carried to Collection

SM

SM

SM

LM

LM

LM

LM

849

849

849

468

468

468

468

Kshs

SongaOgodaAssociates 6/26 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

218 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT( KSHS)

A

B

C

D

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Plastered horizontal soffits of suspended slabs Chipboard Ceilingsoffites Prepareandapply three coats polyurethane clearvarnish:

onwood: to

Cornice: over100 but notexceeding200 mmgirth

Skirting: over100 but notexceeding200 mmgirth

Carried to Collection COLLECTION

PAGE NO. 6/24

PAGE NO. 6/25 PAGE NO. 6/26 PAGE NO. 6/27 TOTAL CARRIED TOSUMMARY

SM

SM

LM

LM

849

849

468

676

KSHS

KSHS

SongaOgodaAssociates 6/27 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

219 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

SECTION NO. 6 DORMITORY ELEMENT NO. 9 FITTINGS&FIXTURES(ALL PROVISIONAL)

Wardrobes : 96 No. wardrobes (1750 x 600 x 2400mm)

100mmThick plain concrete (1:3:6) plinth concrete: to

Plinth

Sawn formwork;

Edges of Plinth 75-150mmhigh Concreteblock wall; typeA 7 :to B.S2028, stretcherbond incement sand1:4 mortar 100 mmThick walls internally finishedsmooth with steel float:to

12 mmThick plaster

Wrot cypress or similar: selectedand kept clean

50 x25mmframe : plugged

25 x50mmbearers

18 mmM.D.F: Mahogany veneerfacing both sides : in Shelving Doors Carried to Collection

SM

SM

LM

SM

SM

LM

LM

SM

SM

1

1

2

1

2

9

4

1

4

Kshs

SongaOgodaAssociates 6/28 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

220 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

Ironmongery Supply and fix thefollowing ironmongery with matching screws: "UNION"or equal approved

Springloaded malpahinges

Aluminiumpullthrough handles

Hasp and Staple

150mmlongTower bolt Drawers Drawers size875 x600 x130 mmdeep consisting20 mm : 6 mm plywood bottom: concealed sliding mechanismcomprisingPVC channel with gravityself closingsystem with s.s rollers

Painting and decoration Prepareandapply oneunder coat andthree coats first quality vinyl emulsion paint to:

Plastered walls fixing: on woodto Surfaces not exceeding100 mmgirth onwood: to Surfaces not exceeding100 mmgirth Doors : general surfaces Carried to Collection

PRS

NO

NO

NO

NO

SM

LM

LM

SM

3

1

1

1

2

2

13

13

8

Kshs

SongaOgodaAssociates 6/29 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

221 | P a g e

ITEM DESCRIPTION UNITQ UANTIT RATE(KSHS) AMOUNT(KSHS)

COLLECTION

PAGE NO. 6/28 PAGE NO. 6/29 TOTAL FOR 1 NO. WARDROBE TOTAL FOR 96 NO. WARDROBESCARRIED TO

SUMMARY

Kshs

X 96 NO

SongaOgodaAssociates 6/30 Dormitory

SOA/SGR/2015/06 SECTIONNO.6 ProposedVoiGirlsRescueCentre

222 | P a g e

ITEM

DESCRIPTION

UNITQ

UANTIT

RATE

AMOUNT

A

B

C

D

E

F

G

H

SECTION NO. 6 DORMITORY ELEMENT NO. 10

B.W.I.C ELECTRICAL ENGINEERINGSERVICES

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches Power points

Consumer unit

MeterBoard

Distribution Board

B.W.I.C Mechanical Engineering Installations Builders workinconnection with mechanical services: cut and/or leaveandmakegoodthereafter forsanitary fittings, equipments and pipework therein: concealed typeplumbing and ducting : for W.C. Suite Wash hand basins Shower TOTAL CARRIED TO SUMMARY

NO

NO

NO

NO

NO

NO

NO

NO

130

96

1

1

1

24

40

24

KSHS

SongaOgodaAssociates 6/31 Dormitory

223 | P a g e

ITEM DESCRIPTION PAGENO. AMOUNT

1

2

3

4

5

6

7

8 10

11

PROPOSED VOI GIRLS RESCUE CENTRE-DORMITORY

PAGE NO

5/4

5/6

5/11

5/12

5/16

5/19

5/23

5/27

5/30

5/31

SUMMARY

ELEMENT

SUBSTRUCTURES REINFORCEDCONCRETESUPERSTRUCTURE

STAIRCASES

WALLING ROOFINGAND RAINWATER DISPOSAL

WINDOWS

DOORS

FINISHES

FITTINGSAND FIXTURES B.W.I.C ENGINEERINGSERVICES

224 | P a g e

TOTAL CARRIED TO MAINSUMMARY

SongaOgodaAssociates 6/32 Dormit ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMO

SECTION NO. 7 KITCHEN/DININGBLOCK ELEMENT NO. 1 SUBSTRUCTURES(PROVISIONAL)Sitepreparation

225 | P a g e

A

B

C

D

E

F

G

H

Termidor EC'chemical anti termite treatment to top surfaces of hardcoreblindingexecuted byInsecta Limited or other equal and approved antitermite treatment underaten-year guarantee SM Excavation Excavate for vegetablesoil average200 mmdeep: remove from site SM Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level CM

Excavate foundation trenches upto depths not exceeding1.5 metres deep from thereduced level CM Excavate for column bases upto depths not exceeding1.5 metres deep from thereduced level CM Extraover excavation for excavatingin rock irrespective of the class CM Disposal ofexcavatedmaterial Backfill and compact in 150 mmlayers: selected excavated materials CM

Remove surplus spoilfrom site and deposit in permanent spoil

1700

1700

1725

97

25

37

65 1782

KSHS

heaps at a site to be agreed with theLocal Authority

Carried to Collection

CM

SongaOgodaandAssociates 7/1 Kitchen/Dining

226 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

Planking andstrutting Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

ITEM

SongaOgodaandAssociates 7/2 Kitchen/Dining

227 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars 25 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference A142 weighing 2.22 kilogrammes persquaremetre: in

Floor bed: 200 mm laps Verandah bed: ditto Steel/sawnsoftwood formwork: to Vertical sides: foundations Ditto: Column bases Ditto: Column Edges of floor slab: over 75 but notexceeding150 mmgirth

Carried to Collection

KG

KG

KG

KG

KG

KG

SM

SM

SM

SM

SM

LM

640

640 1280

1280

1600

965 1115

35

89

50

92

173

KSHS

228 | P a g e

SongaOgodaandAssociates 7/3 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS

A

B

C

D

Mediumchisel dressed natural stonewalling/concrete

452 1150

75

50

KSHS

blocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls SM Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps

Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material

50 x25mmThick masticjoint sealant

Carried to Collection COLLECTIONPAGE

NO. 7/1

PAGE NO. 7/2

SM

S

M

LM

SongaOgodaandAssociates 7/4 Kitchen/Dining

229 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

SECTION NO. 7 KITCHEN/DINING ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass20 (20 mmaggregate):vibrated: reinforce

d Beams

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars Steel/sawnsoftwood formwork: to Sides and soffits: beams Ditto: Column Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

CM

CM

KG

KG

KG

KG

KG

SM

SM

SM

LM

30

9

410

410 1025

1230

1020

363

120

50

25

230 | P a g e

K TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 7/5 Kitchen/Dining

231 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

SECTION NO. 7 KITCHEN/DINING

SongaOgodaandAssociates 7/6 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

Damp- proofcourse: bituminous felt:bedded

incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide Extraover labouritem formaking750 ×750 mmwide

openingforkitchen hatch

Carried to Collection

LM

NO

331

1

KSHS

232 | P a g e

COLLECTION PAGE NO. 7/6 PAGE NO. 7/7 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 7/7 Kitchen/Dining

ITEM DE

SCUNIT

UANTIT

RATE(KSHS)

AMOUNT(KS

SECTION NO. 7 KITCHEN/DINING

ELEMENT NO. 4 (

PROVISIONAL)ROOFINGAND

Gauge28 prepaintedGalvanised Corrugatediron roofing sheets as manufactured by Mabati Rolling Mills or other

233 | P a g e

A

B C D

E

F

alllabours ofhoisting 2700mmabovefinished floor level as describedin:- Roofingsheets laid with minimum 75mm sidelaps and 150mmend laps nailed to timber purlins including rubber washers to match. Ridge capping Hip/valleycapping Extraover labouritem forrakingcuttingon roofingsheets Flashing 3mmThick GCI metal sheet as describedin:- 350mmgirth Gauge24 plain sheet with oneside wedged and grooved into walls and otherside laid flush overroofing sheets includingpointingin cement/sand mortar mix. 600mmgirth metal sheet wedged both sides

S

M

L

M

L

M

L

M

1495

65

32

178

18

32

KSHS

SongaOgodaandA DE

SCUNIT

UANTIT

RATE(KSHS)

AMOUNT(KS

Structural Steel Roof Structure Thefollowing inmildsteel with andincluding two pack epoxy zinc chromateprimerbeforefixing; and fixed according to Engineer's details andincluding all necessary welding, rivetting and bolting; girderand gussetplates; anchor bolts, rawl

rods; hoisting abovegroundlevel (aproximately 3500mm

234 | P a g e

A B

C D E F G H

I

J

high fromgroundlevel) to the roofspace. Including hacking to accomodatemembers inwalling andgrouting in cementsand (1:3)

Wallplate; 100mm wide X50 x2mmthick with and including3/12mm anchor bolts

100mmx50 x2mmThick (14gauge) ZEDpurlins with and including50 x50 x4mmthick SHS bracing

120 x60 x3.6 mmRafters 75 x50 x3mmRafters 50 x50 x3 mmstruts 40 x40 x3 mmstruts 120 x60 x3.6 mmtiebeam 75 x50 x3.6 mmtiebeam 200 x200 x4 mmThick angle cleat:welded to purlins(m.s) 16mmDiameter MS sagrod 600mmlongwith both ends threaded including4No. Washers and 2No. Nuts

Carried to collection

K

G

K

G

K

G

K

G

K

G

K

G

2244

4427

2607

919

3500

800

2274

660

320

653

KSHS

SongaOgodaandAssociates 7/9 Kitchen/Dining

235 | P a g e

ITEM

DESCRIPTION

UNIT UANTIT

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply oneundercoat andtwo finishing coats of firstgradetwo packepoxy paint as manufactured by Crown paints or equal andapprovedas desribedin

General surfaces of structural steel :100-200 mmgirth

Mildsteel 12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL

LM

NO

1527

110

173

6

41

18

6

6

150 mmDiameter half round gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer. Extraover for half round end; 75 mm diameter; ditto. Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters. 24 Gaugegalvanizedmildsteel

100 mmDiameter down pipes: fixed to concrete column at 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends

Extraover pipeforswan necked projections: 600mmlong

L

M

N

O

SM

L

236 | P a g e

M KSHS

SongaOgodaandAssociates 7/10 Kitchen/Dining

237 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Fascia/Eaves Wrot primegradepodo as describedin:- Ex100 x25mmEaves slats secretlynailed to and including

50 x50mmsawn celcured cypress battens at 600mm c/c Ex100 x25mmmoistureresistant weatherboardingtimber louvres; treated with anti-insect resin;secretlynailed to conceal exposed truss members. Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Ditto: soffits of louvred weatherboards

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

SM

SM

LM

LM

SM

SM

LM

LM

121

10

173

173

121

10

173

173

238 | P a g e

Carried to Collection

KSHS

SongaOgodaandAssociates 7/11 Kitchen/Dining

239 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

COLLECTIONPAGE

NO. 7/8

PAGE NO . 7/9 PAGE NO . 7/10 PAGE NO . 7/11

240 | P a g e

TOTAL CARRIED TO SUMMARY KSHS

SongaOgodaandAssociates 7/12 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

SECTION NO. 7 KITCHEN/DINING ELEMENT NO. 5 WINDOWS Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions

11

andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window ref W1 size3800 x1500 mmhigh : comprisingof 2No. Opennable leaves size950 x1200 mmhigh; 2No. Top hungpanels size950 x300mmhigh; 2No. Fixed panel overall size950 x1200mmhigh in small panes of 300 x300mmhigh; and 2No. Fixed top panels overallsize950 x300mmhigh; as per Architectural Schedules NO Window ref W2 size2100 x1500 mmhigh : comprisingof 2No. Opennable leaves size700 x1200 mmhigh; 2No. Top hungpanels size700 x300mmhigh; 1No. Fixed panel overall size700 x1200mmhigh in small panes of 300 x300mmhigh;

241 | P a g e

B

C

and 1No. Fixed top panel overallsize700 x300mmhigh; as per Architectural Schedules Window ref W3 size3800 x900 mmhigh : comprisingof 5No. Top hungpanels size760 x600mmhigh; 5No. Fixed bottom panel overall760 x300 mmhigh in

small panes size300 x300 mmas per Architectural Schedules

Carried to collection

NO

NO

3

2

KSHS

SongaOgodaandAssociates 7/13 Kitchen/Dining

242 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

D

Steel Windows Cont'd Window ref W4 size3000 x900 mmhigh : comprisingof 2No. Opennable leaves size975 x600 mmhigh; 5No. Top

2

2

1

2

hungpanels size600 x300mmhigh; 1No. Fixed panel overall size1200 x900mmhigh in small panes of 300 x300mmhigh; and 6No. Fixed top panels overallsize600 x300mmhigh; as per Architectural Schedules NO Window ref W5 size2200 x900 mmhigh : comprisingof 2No. Opennable leaves size850 x600 mmhigh; 5No. Top hungpanels size340 x300mmhigh; 1No. Fixed panel overall size850 x600mmhigh in small panes of 300 x300mmhigh; and 2No. Fixed top panels overallsize300 x300mmhigh; as per Architectural Schedules NO Window ref W6 size1500 x1500 mmhigh : comprisingof 2No. Opennable leaves size500 x1200 mmhigh; 3No. Top hungpanels size500 x300mmhigh; 1No. Fixed panel overall size500 x1200mmhigh in small panes of 300 x300mmhigh; and 1No. Fixed top panels overallsize300 x300mmhigh; as per Architectural Schedules NO Window ref W7 size2750 x1500 mmhigh : comprisingof 2No. Opennable leaves size950 x1200 mmhigh; 2No. Top hungpanels size950 x300mmhigh; 1No. Fixed panel overall size850 x1200mmhigh in small panes of 300 x300mmhigh; and 1No. Fixed top panels overallsize850 x300mmhigh; as per Architectural Schedules NO Window ref W8 size3000 x1500 mmhigh : comprisingof 2No. Opennable leaves size750 x1200 mmhigh; 2No. Top hungpanels size750 x300mmhigh; 2No. Fixed panel overall size750 x1200mmhigh in small panes of 300 x300mmhigh; and 2No. Fixed top panels overallsize750 x300mmhigh;

243 | P a g e

E as per Architectural Schedules

Carried to Collection

NO

3

Kshs

Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

D

Window ref W9 size1800 x1500 mmhigh : comprisingof 1No. Opennable leaves size900 x1200 mmhigh; 1No. Top

1

1

1

hungpanels size900 x300mmhigh; 1No. Fixed panel overall size900 x1200mmhigh in small panes of 300 x300mmhigh; and 1No. Fixed top panels overallsize900 x300mmhigh; as per Architectural Schedules NO Window ref W10 size4500 x1500 mmhigh : comprisingof 3No. Opennable leaves size900 x1200 mmhigh; 3No. Top hungpanels size900 x300mmhigh; 2No. Fixed panel overall size900 x1200mmhigh in small panes of 300 x300mmhigh; and 2No. Fixed top panels overallsize900 x300mmhigh; as per Architectural Schedules NO Window ref W11 size5400 x900 mmhigh : comprisingof 9No. Top hungOpennable leaves size600 x600 mmhigh; 9No. bottomFixed panel overallsize600 x600 mm as per Architectural Schedules NO Window ref W12 size5000 x1500 mmhigh : comprisingof 3No. Opennable leaves size900 x1200 mmhigh; 3No. Top hungpanels size900 x300mmhigh; 4No. Fixed panel overall size575 x1200mmhigh in small panes of 300 x300mmhigh;

244 | P a g e

E

F

G

H

I

and 4No. Fixed top panels overallsize575 x300mmhigh; as per Architectural Schedules General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Carried to Collection

NO

LM

LM

LM

LM

NO

1

71

71

71

71

44

Kshs

SongaOgodaandAssociates 7/15 Kitchen/Dining

245 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

D

E

F

Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail) 6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates):

vibrated: 265 x75 mmThick weathered and throated window cill: fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth

LM

SM

SM

LM

LM

LM

142

98

16

109

142

142

246 | P a g e

Carried to Collection Kshs SongaOgodaandAssociates 7/16 Kitchen/Dining

247 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

71

71

228

KSHS

Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection COLLECTIONPAGE

NO. 7/13

PAGE NO. 7/14

LM

LM

SM

SongaOgodaandAssociates 7/17 Kitchen/Dining

248 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

SECTION NO. 7 KITCHEN/DINING ELEMENT NO. 6 DOORS Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frame and2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapproved mastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass. comprising 20 x20 x3mmthick top and bottompanels, cross rails, stiles

2

3

1

and mullions to form smallgrids of180 x325mmhigh (25No.) infilled with 6mm thick tinted glass; fanlight overallsize 900 x300mmhigh comprisingof 5No. Grids size180 x 200mmhigh and mosquito gauzeoverallsize860 x60mm high.; and 3mm thick flat platesize860 x300mmhigh on both sides to form baseforfixingironmongery. Ditto : Double Door Overallsize2700 x2400mmhigh comprisingof 2No. Opennable leaves size1350 x2400mm high. Ditto : Double Door Overallsize1500 x2400mmhigh comprisingof 2No. Opennable leaves size750 x2400mm

NO

NO

249 | P a g e

Carried to Collection

NO

KSHS

SongaOgodaandAssociates 7/18 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

D

E

F

G

FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged 100 x50 mm: Ditto 20 x40 mmArchitrave: screwed to frame and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads 100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused)

NO

LM

LM

LM

LM

LM

LM

22

91

34

125

125

53

20

150 mmheavydutyaluminium tapered hinges: with aluminium

250 | P a g e

H

I

K

pin and screws; stainless steel doubleballbearing Polished Stainless steel threelever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2237 or equal and approved 38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Carried to Collection

PRS

NO

NO

33

22

32

KSHS

SongaOgodaandAssociates 7/19 Kitchen/Dining

251 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

K

L

Ironmongery Cont'd

Polished Stainless Steel Escutcheon with indicators; Referenceto UNIONCatalogue87045C Aluminiumdoor closers includingallaccessories: Rack-and Pinion projectingArm Closers with Pullside Hold open Arm; latchingaction via arm;dual speed valve control; Reference to Briston series 2003 or equal and approved 6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Prepareandapply one coat aluminiumwood primer: beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

Prepare, touch up primerandapply three coats first gradeglossoil paint:onmetal:to General surfaces: steel doors (measured flat overall)

NO

NO

SM

LM

LM

SM

LM

LM

LM

LM

LM

SM

15

15

6

303

111

95

125

20

125

125

53

74

252 | P a g e

Carried to Collection KSHS

SongaOgodaandAssociates 7/20 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE AMOUNT

COLLECTIONPAGE

NO. 7/18

PAGE NO. 7/19 PAGE NO. 7/20

253 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 7/21 Kitchen/Dining

254 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

E

SECTION NO. 7

KITCHEN/DINING/MPH ELEMENT NO. 8 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal andapproved hardener;finished hardandsmooth on concreteto Architect's approval. Floors 10 mmThick x150 mmhigh mahoganyskirtingwith rounded Cement andsand(1:4) screeded beds : on concrete: to: 30 mmThick to receive Ceramictiles (washrooms) 300 x 300 x 10mmThick polished non-slipceramic tiles as manufactured by Saj Industries or equal and approved: on bed: beddedandjointedin screededand waterproofed cement grout:to Floors Ditto: 8 mm Thick x100 mmhigh skirting

EXTERNAL WALLFINISH

15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

SM

LM

SM

SM

LM

1083

471

67

67

27

78

255 | P a g e

F Wallsurfaces (gable)

SM

SM

62

Kshs

SongaOgodaandAssociates 7/22 Kitchen/Dining

256 | P a g e

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces Ditto:

Wallsurfaces (gable)

INTERNAL WALLFINISHES

12 mmThick limeplaster: steel trowelled: on concrete orblockwork: to Walls Beam surfaces internally Prepareandapply three coats firstgradeplastic emulsion paint:on plaster: to Walls Beam surfaces internally 300 x 200 x 10 mmThick colouredglazedceramic walltiles on backings (m/s) pointedandjointed

inmatching cement mortar: to Walls Plastic beadingforfair edges

SM

SM

SM

SM

SM

SM

SM

LM

78

40

945

213

945

213

49

27

257 | P a g e

Carried to Collection

KSHS

SongaOgodaandAssociates 7/23 Kitchen/Dining

ITEM

DESCRIPTION

UNIT

UANTIT

RATE(KSHS)

AMOUNT( KSHS)

A

B

C

D

E

F

CEILINGFINISHES 12 mmThick chipboardceiling boards: in1200 x 2400 panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure impregnatedwith tanalith C 50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Surfaces not exceeding100 mmgirth Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites

SM

SM

LM

LM

LM

SM

1150

1150

498

498

498

1150

Prepareandapply three coats polyurethane clearvarnish:

258 | P a g e

G

H

onwood: to

Cornice: over100 but notexceeding200 mmgirth

Skirting: over100 but notexceeding200 mmgirth

Carried to Collection

LM

LM

498

471

KSHS

SongaOgodaandAssociates 7/24 Kitchen/Dining

259 | P a g e

ITEM

DESCRIPTION

UNIT

UANTIT

RATE(KSHS)

AMOUNT( KSHS)

COLLECTION PAGE NO. 7/22 PAGE NO. 7/23 PAGE NO. 7/24

260 | P a g e

TOTAL CARRIED TOSUMMARY

KSHS

SongaOgodaandAssociates 7/25 Kitchen/Dining

ITEM DESCRIPTION UNIT UANTIT RATE(KSHS) AMOUNT(KSHS)

A

B

SECTION NO. 7 KITCHEN/DINING ELEMENT NO. 8 FITTINGS&FIXTURES(ALL

PROVISIONAL)Kitchenworktops

Low level kitchen worktop overallsize9050 x600 x900 high comprisingof 100mmthick mass concrete class 15/20 plinths 20mmthick graniteworktop slab on 25mm thick blockboard, Beech laminate/wallnut finished MDFfacings

1

1

and drawers complete complete with first qualityironmongery

and finishes. (L- Shaped) NO High level kitchen worktop size3850 x600 x600mmhigh comprisingofbeech laminate MDF shelving, division and doors

complete with bronze glazingat the middle ofdoors;all finishes

and first qualityironmongeryto Architectural details. NO StoreShelving

Moisture resistant blockboardto B.S3444; Mahogany veneered both sides; bondedwith andincluding 25 x 15mm

261 | P a g e

C

D

thick hardwoodlipping allround; with andincluding wallnut finishto interior designer's approval

25mmThick x450mmwideshelves complete with approved shelvingclips at 300mm centres

30mmThick back panels:plugged TOTAL CARRIED TOSUMMARY

LM

SM

52

18

KSHS

SongaOgodaandAssociates 7/26 Kitchen/Dining

262 | P a g e

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

D

E

F

G

H

I

SECTION NO. 7 KITCHEN/DINING ELEMENT NO. 9

B.W.I.C ENGINEERINGSERVICES

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches

Power points

Consumer unit

MeterBoard

Distribution

Board

Mechanical Engineering Services

Cut and/or leaveandmakegoodthereafter forsanitary fittings, equipments and pipework therein: concealed typeplumbing and ducting: for Kitchen Sinks

W.C. Suite

Wash hand basins

Showers

NO

NO

NO

NO

NO

NO

NO

NO

NO

35

15

1

1

1

1

8

8

2

KSHS

263 | P a g e

SongaOgodaandAssociates 7/27 Kitchen/Dining

ITEM DESCRIPTION PAGENO.

AMOUNT

1

2

3

4

5

6

7

8

9

SECTION NO. 7 PROPOSED VOI GIRLS RESCUE CENTRE- KITCHEN/DININGHALL

SUMMARY ELEMENTPAGE NO SUBSTRUCTURES 7/4 REINFORCEDCONCRETESUPERSTRUCTURE 7/5 WALLING 7/7 ROOFINGAND RAINWATER DISPOSAL 7/12 WINDOWS 7/17 DOORS 7/21 FINISHES 7/25 FITTINGS&FIXTURES 7/26 B.W.I.C ELECTRICALENGINEERINGSERVICES 7/27

264 | P a g e

TOTAL CARRIED TO MAINSUMMARY

SongaOgodaandAssociates 7/28 Kitchen/Dining

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUN

A

SECTION NO. 8 STAFFHOUSESELEMENT

NO. 1

SUBSTRUCTURES(PROVISIONAL) Sitepreparation

Termidor EC'chemical anti termite treatment or equal and approved

265 | P a g e

B

C

D

D

F

G

H

to top surfaces of hardcoreblindingexecuted byregistered and qualified person under aten-year guaranteebythe manufacturer Excavation Excavate for vegetablesoil average200 mmdeep: and store on site for re-usein landscaping Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Excavate Column basepits upto depths not exceeding1.5 metres deep from thereduced level Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority

Carried to Collection

SM

SM

CM

CM

CM

CM

CM

CM

276

276

279

40

7

14

26

300

SongaOgodaAssociates 8/1 StaffHouses

266 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

Planking andstrutting Plankingand struttingto sides of allexcavations: keep

excavations freefrom all fallen materials Disposal ofwater Keep excavations freefrom all waterbailingor pumping Fillings Murram fillings: deposited, spread; wellwatered levelled

and compacted in layers not exceeding150mmthick under

floors to level and slope as required. 300 mmCrushed stonehardcore: ditto 50 mm Stone dust blindingto surfaces of hardcorerolled

smooth to receive polythenedamp proofingmembrane(m/s) Insitumass concreteclass15 (19 mmaggregates): vibrated: to 50 mmBlindingunder strip foundation Ditto: column bases

ITEM ITEM CM

SM

SM

SM

SM

199

186

186

82

15

267 | P a g e

Carried to Collection

KSHS

SongaOgodaAssociates 8/2 StaffHouses

268 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

H

I

J

K

L

A

B

C

D

E

Insituconcreteclass25 (20 mmaggregate):vibrated:

reinforced

Column

bases

Columns

Strip foundation footing Ditto: 150mm Thick Floor Ditto: 150mm Thick verandah slab Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in

CM

CM

CM

SM

SM

KG

KG

KG

KG

KG

4

1

17

158

28

347

532

462

693

273

158

269 | P a g e

F

G

Floor bed: 200 mm laps Verandah slab bed: ditto

SM

SM

28

KSHS

SongaOgodaAssociates 8/3 StaffHouses

270 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

D

E

F

Fair facedsteel formwork: to

Vertical sides: foundation

trenches Ditto: column bases

Ditto: Columns Edges of floor slab: over 75 but notexceeding150 mmgirth

Edges of Verandah slab: over75 but notexceeding150 mmgirt

Damp proofing Membrane

1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps

Mediumchisel dressed natural stonewalling/concrete

blocks with a minimumof5.0 N/mm2 average compessive

strength to B.S5390; beddedandjointedincement and

sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop

iron strips at alternatecourses to:-

200 mmThick walls

SM

SM

SM

LM

LM

SM

SM

33

15

20

61

22

186

237

271 | P a g e

Carried to Collection

KSHS

SongaOgodaAssociates 8/4 StaffHouses

272 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSH

COLLECTIONPAGE

NO. 8/1

PAGE NO. 8/2

PAGE NO. 8/3

PAGE NO. 8/4

273 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 8/5 StaffHouses

274 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated:

reinforced Beams Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars Fair facedsteel formwork: to

Sides and soffits: beams

Vertical sides : Columns

CM

CM

KG

KG

KG

SM

SM

8

2

263

420

368

89

39

275 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 8/6 StaffHouses

276 | P a g e

ITEM

DESCRIPTION

UNIT

QTY

RATE (KSHS)

AMOUNT(KSHS)

A

B

C

SECTION NO. 8

STAFFHOUSES

ELEMENT NO. 3

WALLS

EXTERNAL WALLS

Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls

INTERNAL WALLS

Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mm Walls

Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps Horizontal: 200 mm wide

SM

SM

LM

120

141

13

277 | P a g e

D Extraover labouritem formaking750 ×750 mmwide

openingforkitchen hatch

TOTAL CARRIED TO SUMMARY

NO

7

KSHS

SongaOgodaAssociates 8/7 StaffHouses

278 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 4

ROOFINGAND RAINWATER DISPOSAL

28 GaugeprepaintedCorrugatedGalvanised ironroofing sheets as manufactured by Mabati Rolling Mills or other equal andapprovedsource; with andincluding bolting and alllabours ofhoisting 6000mmabovefinished floor level as describedin:-

Roof sheets laid with 94 mmside laps and 200 mmend laps(minimum)

Ridge capping

Hip/Valleycapping

Extraover labouritem forrakingcuttingon roofingsheets

Flashing

3mmthickGCI metal sheet as describedin:- 350mmgirth Gauge24 plain sheet with oneside wedged

and grooved into walls and otherside laid flush overdecra

includingpointingin cement/sand mortar mix. 600mmgirth metal sheet wedged both sides and tucked

S

M

LM

LM

LM

215

21

20

82

15

279 | P a g e

under tiles to form valleygutters.

Carried to collection

LM

LM

6

KSHS

SongaOgodaAssociates 8/8 StaffHouses

280 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate

150 x50 mmRafters

100 x50 mm Struts and ties

100 x50 mmKingposts

150 x50 mmCeilingjoists

150 x50 mm Purlins

100 x50 mmcommon rafters

250 x25 mmRidgeboard

150 x50 mmHip/Valleyratfers

Mildsteel

12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL

24 gaugemetal sheet as describedin:-

LM

LM

LM

LM

LM

LM

LM

LM

LM

NO

136

154

188

24

156

147

171

42

40

600

68

150 mmDiameter half round gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer.

281 | P a g e

L

Extraover for boxed end size75 mmdiameter.

Carried to collection

LM

NO

8

KSHS

SongaOgodaAssociates 8/9 StaffHouses

282 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

Prepareandapply three coats of firstgradeglossoil paint to:- General surfaces of gutters.

24 Gaugegalvanizedmildsteel

100 mmDiameter down pipes: fixed to wallat 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends

Extraover pipeforswan necked projections: 600mmlong

Fascia/Eaves

Wrot primegradepodo as describedin:-

Ex100 x25mmEaves slats secretlynailed to and including 50 x50mmsawn celcured cypress battens at 600mm c/c

Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating

Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats

soffits. Surfaceof wood work 0-

100mmgirth.

SM

LM

NO

NO

SM

LM

LM

SM

LM

31

17

6

6

41

136

68

41

136

283 | P a g e

J Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

LM

68

KSHS

SongaOgodaAssociates 8/10 StaffHouses

284 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSH

COLLECTIONPAGE

NO. 8/8

PAGE NO . 8/9 PAGE NO . 8/10

285 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 8/11 StaffHouse

286 | P a g e

ITEM DESCRIPTION UNIT

Q UANTIT Y RATE AMOUNT

A

B

C

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 5 WINDOWS STEEL WINDOWS Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window ref W1 size3000 x1500 mmhigh : comprisingof 2No. Opennable leaves size900 x1200 mmhigh; 2No. fixed top part overallsize900 x300mmhigh and 1No. overallsize1200 x300mmhigh; 1No. Fixed middle panel overallsize1200 x1200 mmhigh; all in small panes of 300 x300mmhigh as per Architectural Schedules

Window ref W2 size1800 x1500 mmhigh : comprisingof 2No. Opennable leaves size600 x1200 mmhigh; 3No. fixed top part overallsize600 x300mmhigh; 1No. Fixed middle panel overallsize600 x1200 mmhigh; all in small panes of 300 x300mmhigh as per Architectural Schedules Window ref W3 size600 x900 mmhigh : comprisingof

NO

NO

2

8

287 | P a g e

1No. Top hungOpennable leaf size600 x600 mmhigh; 1No. Fixedbottom panel overallsize600 x300mmHigh; all in panes of 300 x300mmhigh as per Architectural Schedules

NO

4

KSHS

SongaOgodaAssociates 8/12 StaffHouses

288 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail) 6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscureglassandglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates):

vibrated: 265 x75 mmThick weathered and throated window cill:

LM

LM

LM

LM

NO

LM

SM

SM

24

24

24

24

28

48

31

2

289 | P a g e

I fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar

LM

24

SongaOgodaAssociates 8/13 StaffHouses

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUN

A

B

C

D

E

Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection

LM

LM

LM

LM

SM

48

53

24

24

66

KSHS

290 | P a g e

COLLECTIONPAGE

NO. 8/12

PAGE NO. 8/13 PAGE NO. 8/14 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 8/14 StaffHouses

291 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 6 DOORS Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frameand 2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass.

comprising 20 x20 x3mmthick top and bottompanels, cross rails, stiles and mullions to form smallgrids of180 x325mmhigh (25No.) infilled with 6mm thick tinted glass; fanlight overallsize 900 x300mmhigh comprisingof 5No. Grids size180 x 200mmhigh and mosquito gauzeoverallsize860 x60mm high.; and 3mm thick flat platesize860 x300mmhigh on both sides to form baseforfixingironmongery. FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising

NO

4

292 | P a g e

of 1No. Opennable leaf size800 x2400mmhigh as per

per Architectural Schedules

NO

10

KSHS

SongaOgodaAssociates 8/15 StaffHouses

293 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged 20 x40 mmArchitrave: screwed to frame and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads 100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel threelever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2237 or equal and approved 38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth

LM

LM

LM

LM

LM

PRS

NO

NO

57

57

57

24

9

15

10

14

138

294 | P a g e

I

J

Ditto: over100 but notexceeding200 mmgirth Carried to Collection

LM

LM

66

KSHS

SongaOgodaAssociates 8/16 StaffHouses

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUN

A

B

C

D

E

F

I

G

Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to Flush doors: general surfaces

Frames: over 100but notexceeding200 mmgirth

Transomes: ditto

Architraves: notexceeding100 mmgirth Quadrant

beading: notexceeding100 mmgirth Glazingbeads:

ditto

6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres

Prepare, touch up primerandapply three coats first gradeglossoil paint:onmetal:to General surfaces: steel doors (measured flat overall) Carried to Collection

SM

LM

LM

LM

LM

LM

SM

SM

38

57

9

57

57

24

3

19

KSHS

295 | P a g e

COLLECTIONPAGE

NO. 8/15

PAGE NO. 8/16 PAGE NO. 8/17 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 8/17 StaffHouses

296 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 7 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal

andapproved hardener;finished hardandsmooth on

concreteto Architect's approval. Floors 10 mmThick x150 mmhigh mahoganyskirtingwith rounded t EXTERNAL WALLFINISH 15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Column

surfaces

Wallsurfaces

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam surfaces

SM

LM

SM

SM

SM

SM

186

190

21

10

120

21

10

297 | P a g e

G

H

Column surfaces Ditto: Wallsurfaces

SM

SM

120

KSHS

SongaOgodaAssociates 8/18 StaffHouses

298 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

INTERNAL WALLFINISHES 12 mmThick limeplaster: steel trowelled: on concrete orblockwork: to Walls Beam surfaces internally Column surfaces internally

Prepareandapply three coats firstgradeplastic emulsion paint:on plaster: to Walls Beam surfaces internally

Column surfaces

internally

CEILINGFINISHES

12 mmThick chipboardceiling boards: in1200 x 2400 panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure impregnatedwith tanalith C 50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged

SM

SM

SM

SM

SM

SM

SM

SM

LM

402

61

10

402

61

10

186

186

203

299 | P a g e

J

General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice

LM

203

KSHS

SongaOgodaAssociates 8/19 StaffHouses

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(

KSHS)

A

B

C

D

E

Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Surfaces not exceeding100 mmgirth

Ditto: surfaces 100 - 200 mm girth Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites

Prepareandapply three coats polyurethane clearvarnish: onwood: to

Cornice: over100 but notexceeding200 mmgirth

Skirting: over100 but notexceeding200 mmgirth

Carried to Collection

LM

LM

SM

LM

LM

203

393

186

203

190

KSHS

300 | P a g e

COLLECTIONPAGE

NO. 8/18

PAGE NO. 8/19 PAGE NO. 8/20 TOTAL CARRIED TOSUMMARY

KSHS

SongaOgodaAssociates 8/20 StaffHouses

301 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 8 FITTINGS&FIXTURES(ALL

PROVISIONAL)Kitchenworktops

Low level kitchen worktop overallsize3000 x600 x900 high comprisingof 100mmthick mass concrete class 15/20 plinths 20mmthick graniteworktop slab on 25mm thick blockboard, Beech laminate/wallnut finished MDFfacings and drawers complete complete with first qualityironmongery and finishes. (L- Shaped)

High level kitchen worktop size2400 x600

x600mmhigh comprisingofbeech laminate MDF

shelving, division and doors complete with bronze

glazingat the middle ofdoors;all finishes and first

qualityironmongeryto Architectural details.

NO

NO

2

2

302 | P a g e

KSHS

SongaOgodaAssociates 8/21 StaffHouses

303 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

SECTION NO. 8 STAFFHOUSES ELEMENT NO. 9

B.W.I.C ELECTRICAL

ENGINEERINGSERVICES Builders

workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches Power points

Consumer

unit

MeterBoard

Distribution

Board

Builders workinconnection with Mechanical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed

N

O

N

O

N

O

N

O

N

O

26

10

1

1

1

2

2

4

304 | P a g e

F

G

conduits therewith: for Water

closets

N

2

2

KSHS

SongaOgodaAssociates 8/22 StaffHouses

ITEM

DESCRIPTION PAGENO.

AMOUNT

SECTION NO. 8

PROPOSED VOI GIRLS RESCUE

305 | P a g e

1

2

3

4

5

6

7

8

9

STAFFHOUS

ESSUMMAR

Y

ELEMENTPAGE NO SUBSTRUCTURES 8/5 REINFORCEDCONCRETESUPERSTRUCTURE 8/6 WALLING 8/7 ROOFINGAND RAINWATER DISPOSAL 8/11 WINDOWS 8/14 DOORS 8/17 FINISHES 8/20 FITTINGS&FIXTURES 8/21 B.W.I.C TOENGINEERINGSERVICES 8/22

TOTAL FOR 1NO. BLOCK

X 2NO

SongaOgodaAssociates 8/23 StaffHouses

306 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS)

A

B

C

D

E

E

F

SECTION NO. 9 LIBRARY BLOCK

ELEMENT NO. 1

SUBSTRUCTURES(PROVISIONAL)Sitepreparation

Termidor EC'chemical anti termite treatment or other equal and approved antitermite treatment to top surfaces of hardcore blindingexecuted byqualified and registered persons bythe

manufacturer under aten-year guarantee Excavation

Excavate for vegetablesoil average200 mmdeep: remove from site Bulk excavation to reduced level, averagedepth notexceeding 1.5 metres from stripped level

Excavate foundation trenches upto depths not exceeding1.5 metres deep from thereduced level Excavate for column bases upto depths not exceeding1.5 metres deep from thereduced level Extraover excavation for excavatingin rock irrespective of the class Disposal ofexcavatedmaterial

Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoil heaps at a site to be agreed with theLocal Authority

Carried to Collection

SM

SM

CM

CM

CM

CM

921

921

638

87

35

37

40

307 | P a g e

G CM

CM

720

KSHS

SongaOgodaAssociates 9/1 LibraryBlock

308 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

F

G

H

J

K

Planking andstrutting Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Disposal ofwater Keep excavations freefrom all waterbailingor pumping Fillings Murram fillings: deposited, spread; wellwatered levelled and compacted in layers not exceeding150mmthick under floors to level and slope as required.

300 mmCrushed stonehardcore: ditto 50 mm Stone dust blindingto surfaces of hardcorerolled smooth to receive polythenedamp proofingmembrane(m/s)

Insitumass concreteclass15 (19 mmaggregates): vibrated: to 50 mmBlindingunder strip foundation Ditto: underColumn Bases Insituconcreteclass25 (20 mmaggregate):vibrated: reinforced

Columns

Bases

ITEM ITEM

CM

SM

SM

SM

SM

CM

CM

638

638

638

175

70

18

5

35

309 | P a g e

M

N

Columns

Ditto: Strip foundations Ditto: 150mm Thick Floor

CM

SM

638

SongaOgodaAssociates 9/2 LibraryBlock

310 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars 20 mmDiameter bars 25 mmDiameter bars Mesh fabric reinforcement to B.S. 4483:BRC reference

A142 weighing 2.22 kilogrammes persquaremetre: in Floor bed: 200 mm laps Fair facedsteel formwork: to

Vertical sides: foundations

Ditto: Column bases

Ditto: Columns Ditto: to curved columns at a radius not exceeding300mm Edges of floor slab: over 75 but notexceeding150 mmgirth

KG

KG

KG

KG

KG

KG

SM

SM

SM

SM

SM

LM

609

609

914 1522.5 1522.5

914

638

117

55

64

6

129

311 | P a g e

Carried to Collection

KSHS

SongaOgodaAssociates 9/3 LibraryBlock

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(K

A

B

C

D

Mediumchisel dressed natural stonewalling/concrete blocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick walls Damp proofing Membrane 1000 gaugepolythenesheet damp proof membrane: to floors: with 300mm side and end laps measured net with no allowance foroverlaps Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material 50 x25mmThick masticjoint sealant

Carried to Collection

SM

SM

S

M

LM

437

638

36

18

KSHS

312 | P a g e

COLLECTIONPAGE

NO. 9/1

PAGE NO. 9/2 PAGE NO. 9/3 PAGE NO. 9/4 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 9/4 LibraryBlock

313 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

SECTION NO. 9 LIBRARY BLOCK

ELEMENT NO. 2

REINFORCED CONCRETE SUPERSTRUCTURE

Insituconcreteclass25 (20 mmaggregate):vibrated: reinforce

d Beams

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional)

8 mmDiameter bars

12 mmDiameter bars

16 mmDiameter bars

20 mmDiameter bars Fair facedsteel formwork: to

Sides and soffits: beams Ditto: Column Ditto: to curved columns at a radius not exceeding250mm Thermal ExpansionJoints;laidinconcretework (Provisional) 25mmThick fibrous, compressible, flexibleboard as stryofoam or equal and approved material

CM

CM

KG

KG

KG

KG

SM

SM

SM

18

10

378

379

756

379

233

128

12

43

314 | P a g e

J

K

50 x25mmThick masticjoint sealant TOTAL CARRIED TO SUMMARY

SM

LM

18

KSHS

SongaOgodaAssociates 9/5 LibraryBlock

315 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

SECTION NO. 9 LIBRARY BLOCK

ELEMENT NO. 3

WALLS

EXTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mmThick machine cut walls

Ditto: 200 mm Thick gable walls

Extraover fair faced walls forkeypointingwith cement/sand (1:4)mortarwith recessed horizontal and flush vertical keys

INTERNAL WALLS Machine cut natural stone walling/concreteblocks with a minimumof5.0 N/mm2 average compessive strength to B.S5390; beddedandjointedincement and sand(1:4) mortar; reinforcedwith 25 x 3 mmhick hoop iron strips at alternatecourses to:- 200 mm Walls

Damp- proofcourse: bituminous felt:bedded incement andsand(1:3) mortar: 300mmlaps

SM

SM

SM

SM

167

44

167

348

316 | P a g e

E

Horizontal: 200 mm wide Carried to Collection

LM

291

KSHS

SongaOgodaAssociates 9/6 LibraryBlock

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

Steel columns with one coat redoxideprimerbefore fixing as desribedin: 100mmDiameter x4mmthick x3000mmlongC.H.S steel

pillars twicewelded to floor with steel plate (m/s) 200 x200 x3mmthick mild steel plate: four times bolted to concrete surfaces 20mmDiameter x150mmlongmild steel bolts:one end bent and anchored into concrete: otherthreaded: with end washers Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint:as desribedin Surfaces: over100 but notexceeding200 mmgirth Carried to Collection

NO

NO

NO

LM

2

4

16

6

KSHS

317 | P a g e

COLLECTION PAGE NO. 9/6 PAGE NO. 9/7 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 9/7 LibraryBlock

318 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

F

SECTION NO. 9 LIBRARY BLOCK ELEMENT NO. 4 (

PROVISIONAL)ROOFINGAND

RAINWATER DISPOSAL

28 GaugeprepaintedCorrugatedGalvanised ironroofing sheets as manufactured by Mabati Rolling Mills or other equal andapprovedsource; with andincluding bolting andalllabours ofhoisting 3000 mmabovefinished floor level as describedin:- Roofingsheets laid with minimum 75mm sidelaps and

150mmend laps nailed to timber purlins including

rubber washers to match. Ridge capping Hip/valleycapping Extraover labouritem forrakingcuttingon roofingsheets Flashing 3mmThick GCI metal sheet as describedin:-

SM

LM

LM

LM

957

60

26

172

14

and grooved into walls and otherside laid flush overroofingsheets includingpointingin cement/sand mortar mix.

LM

319 | P a g e

G 600mmgirth metal sheet wedged both sides and tucked under tiles to form valleygutters.

LM 7

KSHS

SongaOgodaAssociates 9/8 LibraryBlock

320 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

K

L

Structural timbers: sawncypress: celcuretreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers 100 x50 mm Wallplate 150 x50 mmRafters 100 x50 mm Struts and ties 100 x50 mmKingPosts 150 x50 mmCeilingjoists 150 x50 mm Purlins 150 x50 mmcommon rafters 250 x25 mmRidgeboard 150 x50 mmHip/Valleyratfers Mildsteel 12 mmDiameter holdingdown "J"bolts: 300 mmlongwith and including80 x80 x6mmthick washer plate and nut built into concrete beam with and including30mmthick concrete grout base and sorroundingat 1200mm centres. RAINWATER DISPOSAL 24 gaugemetal sheet as describedin:- 150 x150mmboxed gutter jointed with mastic and hemp gasket and held to fascia boards with and includingmild steel brackets at 600mm c/cprimed with one coat of zinc chromate antirust primer. Extraover for boxed end size150 x150mmditto. Prepareandapply three coats of firstgradeglossoil

LM

LM

LM

LM

LM

LM

LM

LM

LM

NO

LM

NO

291

916

1955

179

784

1521

79

219

52

840

129

6

321 | P a g e

M

paint to:- General surfaces of gutters. Carried to collection

SM

58

KSHS

SongaOgodaAssociates 9/9 LibraryBlock

322 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

J

24 Gaugegalvanizedmildsteel 100 mmDiameter down pipes: fixed to concrete column at 600 mmcentres with steel holder bats

Extraover pipeforHorseshoebends Extraover pipeforswan necked projections: 600mmlong Fascia/Eaves Wrot primegrade MAHOGANY or equal andapproved hardwood:- Ex100 x25mmEaves slats secretlynailed to and including 50 x50mmsawn celcured cypress battens at 600mm c/c Ex100 x25mmmoistureresistant weatherboardingtimber louvres; treated with anti-insect resin;secretlynailed to conceal exposed truss members. Ex20mmQuarter round beadingto junctions of fascia boards and eaves slats Ex 250 x38mmfascia and Vergeboards fixed to roof structure Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves slats soffits.

Ditto: soffits of louvred weatherboards

Surfaceof wood work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss

LM

NO

NO

SM

SM

LM

LM

SM

SM

LM

16

6

6

35

3

115

115

35

3

129

323 | P a g e

K

oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

Carried to Collection

LM

129

KSHS

SongaOgodaAssociates 9/10 LibraryBlock

324 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE(KSHS)

AMOUNT(KSHS

COLLECTIONPAGE

NO. 9/8

PAGE NO . 9/9 PAGE NO . 9/10

325 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 9/11 LibraryBlock

326 | P a g e

ITEM DESCRIPTION UNIT Q

UANTIT Y RATE AMOUNT

A

B

C

SECTION NO. 9 LIBRARY BLOCK ELEMENT NO. 5 WINDOWS STEEL WINDOWS

Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window ref W1 size3000 x600 mmhigh : comprisingof 5No. Opennable tophungleaves size600 x300 mmhigh; 5No. bottom fixed panel overallsize600 x300mmhigh as per Architectural Schedules

Window ref W2 size3000 x1500 mmhigh : comprising of 2No. Opennable leaves size750 x1200 mmhigh; 4No. Top hungpanels size750 x300mmhigh; 2No. Fixed panel overall size750 x1200mmhigh in small panes of 150 x300mmhigh as per Architectural Schedules Window ref W3 size2100 x1500 mmhigh : comprisingof 2No. Opennable leaves size700 x1200 mmhigh; 2No. Top hungpanels size700 x300mmhigh; 1No. Fixed panel overall size700 x1200mmhigh in small panes of 300 x300mmhigh;

NO

NO

2

2

327 | P a g e

and 3No. Fixed top panels overallsize700 x300mmhigh; as per Architectural Schedules

Carried to collection

NO 29

KSHS

SongaOgodaAssociates 9/12 LibraryBlock

328 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x35 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers: plugged 150 x100 x25 mmThick returned ends Curtainrail "Silent gliss"or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres, laps and stops ( doublerail) 6mmThick clearsheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres 6mmThick obscuresheet glass andglazing to metal with putty

In panes over 0.1but notexceeding0.5 squaremetres Precast concreteunits class20 (19 mmaggregates): vibrated: 265 x75 mmThick weathered and throated window cill: fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar

LM

LM

LM

LM

NO

LM

SM

SM

LM

73

73

73

73

62

146

100

4

79

329 | P a g e

Carried to Collection

Kshs

SongaOgodaAssociates 9/13 LibraryBlock

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUN

A

B

C

D

E

Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to Surfaces not exceeding100 mmgirth Surfaces: 100 - 200mmgirth

Prepareandapply three coats polyurethane clearvarnish:

onwood: to Pelmet boxes: over100 but notexceeding200 mmgirth Window board: ditto Prepare, touch up primerandapply three coats

glossoil paint:onmetal:to General surfaces: windows and grilles (measured flat overall)

Carried to Collection

LM

LM

LM

LM

SM

146

146

73

73

208

KSHS

330 | P a g e

COLLECTIONPAGE

NO. 9/12

PAGE NO. 9/13 PAGE NO. 9/14 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 9/14 LibraryBlock

331 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

SECTION NO. 9 LIBRARY BLOCK ELEMENT NO. 6 DOORS Steel EntranceDoors Supply, assemble and fix thefollowing purposemademild steel doors constructed from20 x 20 x 3 mmSHS frame and2mmsteel panel sections obtained fromanapproved manufacturerand primedwith redoxideprimerbefore delivery; completewith all necessary ironmongery including building lugs to jambs, plugging andscrewing headandallto stoneworkand bedding frames in waterproofcement mortarand pointing inapprovedmastic externally, oiling easing andadjusting to:with and including 6mmThick clearsheet glass.

Single leaf door; overall size900 x2400 mmhigh; comprising 20 x20 x3mmthick top and bottompanels, cross rails, stiles and mullions to form smallgrids of180 x325mmhigh (25No.) infilled with 6mm thick tinted glass; fanlight overallsize 900 x300mmhigh comprisingof 5No. Grids size180 x 200mmhigh and mosquito gauzeoverallsize860 x60mm high.; and 3mm thick flat platesize860 x300mmhigh on both sides to form baseforfixingironmongery. Ditto : Double Door Overallsize1500 x2400mmhigh comprisingof 2No. Opennable leaves size750 x2400mm high.

NO

NO

1

7

332 | P a g e

Carried to Collection

KSHS

SongaOgodaAssociates 9/15 LibraryBlock

333 | P a g e

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

B

C

D

E

F

G

H

FlushDoor 50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges: Single leaf door overallsize900 x2400mmhigh; comprising of 1No. Opennable leaf size800 x2050mmhigh as per per Architectural Schedules

Frames andlinings: mahogany or equal approved hardwood: selectedand kept clean 200 x50 mmFrames: Threelabours: plugged

20 x40 mmArchitrave: screwed to frame and pellated

20 x20 mmQuadrant beading: one labour: ditto

10 x20 mmGlazingbeads

100 x50 mmTransomes; plugjointed to frames Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel threelever morticedoorlock and brass handlefurnitureset;( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2237 or equal and approved Ditto: But Two Lever as per "UNION"cataloqueNO. 2102 BB

NO

LM

LM

LM

LM

LM

PRS

NO

15

86

86

86

36

14

22.5

9

6

334 | P a g e

I

J

38mm Stainless steel floor mounted doorstopper: Reference

to UNION8400 ; rawl bolted to concrete Carried to Collection

NO

NO

29

KSHS

SongaOgodaAssociates 9/16 LibraryBlock

335 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUNT

A

B

C

D

E

F

G

H

I

J

Ironmongery cont'd Polished Stainless Steel Escutcheon with indicators; Reference to UNIONCatalogue87045C Aluminiumdoor closers includingallaccessories: Rack-and Pinion projectingArm Closers with Pullside Hold open Arm; latchingaction via arm;dual speed valve control; Referenceto Briston series 2003 or equal and approved 6 mmClearsheet fanlight glass andglazing to timber with beads ( measuredseparately )

In panes not exceeding0.1 squaremetres Prepareandapply one coat aluminiumwood primer:

beforefixing: on wood: to Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth Prepareandapply three coats firstgradepolyurethane clearvarnish: on wood: to Flush doors: general surfaces Frames: over 100but notexceeding200 mmgirth Transomes: ditto Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

NO

NO

SM

LM

LM

SM

LM

LM

LM

LM

4

2

4

208

100

56

86

14

86

86

336 | P a g e

K Glazingbeads: ditto

LM 36

KSHS

SongaOgodaAssociates 9/17 LibraryBlock

ITEM DESCRIPTION UNIT

Q UANTITY RATE AMOUNT

A

Prepare, touch up primerandapply three coats first

gradeglossoil paint:onmetal:to General surfaces: steel doors (measured flat overall) Carried to Summary

SM

55

KSHS

337 | P a g e

COLLECTIONPAGE

NO. 9/15

PAGE NO. 9/16 PAGE NO. 9/17 PAGE NO. 9/18 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaAssociates 9/18 LibraryBlock

338 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

SECTION NO. 9 LIBRARY BLOCK ELEMENT NO. 7 FINISHES FLOOR FINISHES Cement andsand(1:3) screed:mixed with SIKA or equal andapproved hardener;finished hardandsmooth on concreteto Architect's approval. Floors 10 mmThick x150 mmhigh mahoganyskirtingwith rounded t Cement andsand(1:4) screeded beds

: on concrete: to: 30 mmThick to receive Ceramictiles (washrooms) 300 x 300 x 10mmThick polished non-slipceramic tiles as manufactured by Saj Industries or equal and approved: on bed: beddedandjointedin screededand waterproofed cement grout:to Floors

S

M

LM

SM

608

337

30

30

339 | P a g e

E Ditto: 8 mm Thick x100 mmhigh skirting

S

M

48

Kshs

SongaOgodaAssociates 9/19 LibraryBlock

340 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

I

EXTERNAL WALLFINISH

15 mmThick cement sand(1:3) render: wood floated: on concreteorblockwork: to Beams surfaces

Wallsurfaces

Column

surfaces

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint:on renderedsurfaces: to Rendered Beam

surfaces Ditto:

Wallsurfaces Ditto:

Column surfaces

INTERNAL WALLFINISHES

12 mmThick limeplaster: steel trowelled: on concrete orblockwork: to Walls

Beam surfaces internally

Ditto: Column surfaces

300 x 200 x 10 mmThick colouredglazedceramic

SM

SM

SM

SM

SM

SM

SM

SM

SM

39

44

140

39

44

65

863

136

75

71

341 | P a g e

J

K

walltiles on backings (m/s) pointedandjointed inmatching cement mortar: to

Walls

SM

LM

48

SongaOgodaAssociates 9/20 LibraryBlock

342 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Prepareandapply three coats firstgradeplastic emulsion paint:on plaster: to Walls Beam surfaces

internally Ditto:

Column surfaces

CEILINGFINISHES

12 mmThick chipboardceiling boards: in1200 x 2400 panels: v-jointed: on timberbrandering (m/s): to

Ceilings General carpentry: sawncypress: pressure impregnatedwith tanalith C 50 x50 mmBranderingat 600 mm centres both ways 75 x50 mmBrandering: plugged General joinery: wrot cypress: selectedand kept clean 100 x25 mmMoulded cornice Prepareandapply one coat aluminiumwood primer beforefixing: on wood: to

Ditto: surfaces 100 - 200 mm girth

SM

SM

SM

SM

SM

LM

LM

LM

863

136

75

638

638

451

451

451

343 | P a g e

Kshs

SongaOgodaAssociates 9/21 LibraryBlock

344 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE(KSHS) AMOUNT(KS

A

B

C

Prepareandapply three coats of firstgradevinyl matt emulsion paint orotherequal andapproved paint;on plasteredsurfaces: to Chipboard Ceilingsoffites Prepareandapply three coats polyurethane clearvarnish:

onwood: to Cornice: over100 but notexceeding200 mmgirth Skirting: over100 but notexceeding200 mmgirth

Carried to Collection COLLECTIONPAGE

NO. 9/19

PAGE NO. 9/20 PAGE NO. 9/21 PAGE NO. 9/22

SM

LM

LM

638

451

337

KSHS

345 | P a g e

TOTAL CARRIED TOSUMMARY

KSHS

SongaOgodaAssociates 9/22 LibraryBlock

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUNT

A

SECTION NO. 9

LIBRARY BLOCK

FITTINGSAND

FIXTURESBookstacks

10

3400 x1200 mmBook stacks ; comprising25 mmThick x2400 mm high MoistureResistant (MR) MDFvertical boards; 1200 mm widehorizontals at 600 mm centres ; with and including timberbearers and allthe necessaryfixingaccessories; to Architect's detail and approval NO Reception Counter Quarter round shaped Counteroverallsize4000 x600 x 1200mmhigh comprisingof 100mmthick mass concrete class 19/20 plinths 20mm thick granitetop slab on blockboard deckingsupported on 30 x30 x3mmthick mild steel R.H.S sections at 300mm c/c; MDFmeru oak veneered

346 | P a g e

B

C

D

and doorleaves; first qualityironmongeryand finishes to Architectural details.

SecurityOfficeCounter

StoreShelving

Moisture resistant blockboardto B.S3444; Mahogany veneered both sides; bondedwith andincluding 25 x 15mm thick hardwoodlipping allround; with andincluding wallnut finishto interior designer's approval 25mmThick x450mmwideshelves complete with approved shelvingclips at 300mm centres 30mmThick back panels:plugged Carried to Collection

NO

NO

LM

SM

1

1

53

16

KSHS

SongaOgodaAssociates 9/23 LibraryBlock

ITEM

DESCRIPTION

UNIT Q

UANTIT

Y RATE

AMOUNT

A

OfficeCabinets OfficeCabinets: size5700 x350 x1800mmhigh comprisingofbeech laminate MDF shelving, division and doors

complete with bronze glazingat the middle ofdoors;all finishes

and first qualityironmongeryto Architectural details. Carried to Collection

NO

10

Kshs

347 | P a g e

COLLECTION PAGE NO. 9/23

PAGE NO. 9/24

KSHS

SongaOgodaAssociates 9/24 LibraryBlock

348 | P a g e

ITEM DESCRIPTION UNIT QUANTIT Y RATE AMOUNT

A

B

C

D

E

F

SECTION NO. 9 LIBRARY BLOCK ELEMENT NO. 10

B.W.I.C ENGINEERINGSERVICES

B.W.I.C Electrical Engineering

Installations

Builders workinconnection with electrical services Cut and/or chaseandmakegoodthereafter for electrical installations including associated switches andconcealed conduits therewith: for Lightingpoints and switches Power points

Consumer unit

MeterBoard

Distribution

Board

B.W.I.C Mechanical Engineering Installations Builders workinconnection with mechanical services: cut and/or leaveandmakegoodthereafter forsanitary fittings, equipments and pipework therein: concealed typeplumbing and ducting : for

NO

NO

NO

NO

NO

NO

37

30

1

1

1

3

4

349 | P a g e

G

H

W.C. Suite Wash hand basinsand sink

NO

NO

2

SongaOgodaAssociates 9/25 LibraryBlock

350 | P a g e

ITEM DESCRIPTION PAGENO. AMOUNT

1

2

3

4

5

6

7

8

9

SECTION NO. 9 PROPOSED VOI GIRLS RESCUE CENTRE-LIBRARY BLOCK

SUMMARY ELEMENTPAGE NO SUBSTRUCTURES 9/4 REINFORCEDCONCRETESUPERSTRUCTURE 9/5 WALLING 9/7 ROOFINGAND RAINWATER DISPOSAL 9/11 WINDOWS 9/14 DOORS 9/18 FINISHES 9/22 FITTINGSAND FIXTURES 9/24 B.W.I.C ELECTRICALENGINEERINGSERVICES 9/25

351 | P a g e

TOTAL CARRIED TO MAINSUMMARY

SongaOgodaAssociates 9/26 LibraryBlock

352 | P a g e

ITEM DESCRIPTION UNIT QTY ATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

SECTION NO. 10 EXTERNAL

WORKS(PROVISIONAL)ELEMENT

NO. 1

SITE CLEARANCE SITE CLEARANCE ( PROVISIONAL ) Clear site ofgrass, bushes, shrubs and hedges; grub up roots and remove from site: 81225 squaremetres (approximately) Felltrees: grub up roots and remove from site: trunk exceeding600mmgirth but not exceeding900mmgirth Felltrees: grub up roots and remove from site: trunk exceeding900mmgirth but not exceeding1200mmgirth Felltrees: grub up roots and remove from site: trunk exceeding1200mmbut notexceeding1500mmgirth Felltrees: grub up roots and remove from site: trunk exceeding1500mmbut notexceeding1800mmgirth

ITEM

NO

NO

NO

NO

20

20

20

10

353 | P a g e

KSHS

SongaOgodaandAssociates 10/1 ExternalWorks

354 | P a g e

ITEM DESCRIPTION UNIT QTY ATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

SECTION NO.10 EXTERNAL

WORKS(PROVISIONAL)ELEMENT

NO. 2

INTERNAL ROADS, CARPARKSAND PAVED AREAS Sitepreparation

Excavate vegetablesoil 200 mm (average) deep: remove from site

Hyvar Xas manufactured byTwigaChemicals Limited or equal approved weed killer applied at the rate of0.10 litres per squaremetre Excavations Excavate to reducelevels, not exceeding1.5 metres deep Extraover excavations and disposal from site forrock Disposal ofExcavatedmaterial

Remove surplus spoilfrom site

Backfill and compact in 150 mmlayers: selected excavated materials: compacted to 95MDD (AASHTO180 ) Surfact Treament Grade and compact to falls and crossfalls: bottoms of excavations: compact to 100%B.S

SM

SM

CM

CM

CM

CM

SM

410

410

166

33

100

66

410

355 | P a g e

compaction KSHS

SongaOgodaandAssociates 10/2 ExternalWorks

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

Fillings

300 mmMurram filings: deposited and compacted in 150 mm layers: laid to falls and crossfalls: compacted to 100%B.Scompaction 300 mmThick hand-packed stone: graded to falls and crossfalls: compacted to 100%B.S standard compaction: in 150 mmlayers 50 mm Sand blindingto surfaces of hardcore:

finished to receive Pavingblocks/murram (M/s) Carried to Collection

SM

SM

SM

410

410

410

KSHS

356 | P a g e

COLLECTION PAGE NO. 10/2 PAGE NO. 10/3 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 10/3 ExternalWorks

357 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT

(KSHS)

A

B

C

D

E

SECTION NO.10 EXTERNAL

WORKS(PROVISIONAL)ELEMENT

NO. 3

DRAINAGE STORMWATER DRAINAGE Excavate, part backfill andremovesurplus spoil fromsite: plankandstrut sides of excavation including removing fallen materials: keepexcavations freefromallwater: gradeandcompact bottoms ofexcavation to falls For 750 x300mmwide channel:not exceeding1.50 metres deep Extraover for excatingin hard rock Precast concreteunits as describedin:-

IBD size500 x150mmwith 300mm diameter dished channel laid and jointed in 600mmlengths with cement/sand (1:3) mortar on and including100mmmurram bed.

300 x250 x50mmThick sideslabs in one row laid on soil surfaces and pointed in cement/sand (1:3) mortar mix. Headwalls

Provide allmaterials and construct complete200mmthick headwalls to culverts includingallowingforboxing overall1500mm.

LM

CM

LM

SM

SM

14

5

14

17

10

358 | P a g e

F Culverts

600mmDiameter precast concrete culverts with spigot and

LM

4

KSHS

SongaOgodaandAssociates 10/4 ExternalWorks

359 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

SECTION NO.10 EXTERNAL

WORKSELEMENT

NO. 4

FENCING(PROVISIONAL)

Excavations

Excavations including maintaining andsupporting sides ofexcavations fromfallensoil, mudandsubsurfacewater by baling pumping orotherwise. For column bases Extraover for excavatingin rock irrespectiveof class Disposal Return, fill in and ram selected excavated material around foundation walls and column bases. Load and cart awayexcess excavated materials Concreteworks Mass concreteclass15/20 aggregates as describedin:- 50mmthick under column bases Reinforcedconcreteclass20/20 aggregates as describedin:- Column bases Columns &Concrete Mouldings Bar reinforcement to B.S4461 as describedin:-

CM

CM

CM

CM

SM

CM

CM

3

1

1

2

3

1

2

120

360 | P a g e

H

I

12mmDiameter bars 8mmdiameterbars

KG

KG

60

KSHS

SongaOgodaandAssociates 10/5 ExternalWorks

361 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

Sawnsoftwood formworkas describedin:- Vertical sides of columns

Ditto: edges of column

bases ColumnFinishes

Cement/sand(1:3) renderas describedto:- 16mmThick render to Columns Painting and decorating Prepareandsapply three coats ofexterior weather guarded paint fromapprovedsources as describedto: Rendered surfaces of Columns Precast concreteunits as describedin:- 600 x600 x175mmThick columns capinglaid over column pointed with and includingcement/sand (1:3) mortar mix

SM

SM

SM

SM

NO

18

3

12

12

3

362 | P a g e

Carried to Collection

KSHS

SongaOgodaandAssociates 10/6 ExternalWorks

363 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

Chainlink fencing: galvanizedmildsteel: with precast reinforcedconcreteclass20/20 posts size100 x 100 mmwide reinforcedwith 4 No. diameterbars and8 mmdiameter8 mmstirrups at 380mmcentres: excavate500 x 500 x 900 mm deep post holes and disposeofsurplus spoil: class15 concretefilling 900 mmdeep 3000 mmHigh fencing: 50 x50 x3 mmdiametermesh wired to 6 No. 3.5 mmdiametergalvanized steel linewires: wires threaded through posts: 3500 mm longtaperingposts with 600 mmcranked top: 3000 mm high aboveground at 3 metre centres: one strut to posts at 15 metre centres: threelines of 2.5 mm diameter two strand twisted barbed wirewith fourpointed bars at 75 mmcentres:

Extrafor corner posts: two struts Extrafor end posts: one strut

Excavate 600 x450 mmdeep trench: remove

weeds, stones and prepareto receive Keaple

seedlings: supplyand plant threelines of Keaple

hedgeseedlings at 150 mm centres both ways:

water and nurtureuntil established

LM

N

O

NO

LM

720

4

2

720

364 | P a g e

Carried to Collection

KSHS

SongaOgodaandAssociates 10/7 ExternalWorks

ITEM DESCRIPTION UNIT QTY ATE(KSHS) AMOUNT(K

A

B

VehicularGates 50mmthick mild steel gate ofoverallsize4000 ×2700mm high comprisingof 30×25 mmx3mmthick R.H.S mid diamond shaped frame with and including12 ×12mm S.H.S bars welded onto members at45 and150mm spacingin an approved pattern complete with 2No. Verical spikes and top curved and fixed to gate pillars(m/s) with and including 4No. Heavydutypinion hinges; primed and painted to architectural details

Ditto but in pedestrian gate overallsize1000 x2700mmhigh on 20 x20 x3mmR.H.S metal grilles to approved patterns. Carried to Collection

NO

NO

1

1

KSHS

365 | P a g e

COLLECTIONPAGE

NO. 10/5

PAGE NO. 10/6 PAGE NO. 10/7 PAGE NO. 10/8 TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 10/8 ExternalWorks

366 | P a g e

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

D

E

F

SECTION NO.10 EXTERNAL

WORKS(PROVISIONAL)ELEMENT

NO. 5

LANDSCAPING: Digover surfaces of fillingof allconfigurations and remove debris and largestones from sites bringto finetilth

200 mmBed of imported red soil:feefrom weeds, stones, roots, rubbish: spread and levelled to receive grass seedlings

Plant "Mudriver"or equal and approved grass seedlings at 150 mm centres both ways: water, nuture, cut and rolluntil established

Supply, plant and maintain includingfertilization: build barricades allround: "Jacaranda"tree Gladioulus: tree Ditto "Palm"tree

SM

SM

SM

NO

NO

NO

1450

1450

1450

30

20

20

367 | P a g e

KSHS

SongaOgodaandAssociates 10/9 ExternalWorks

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

D

E

SECTION NO.10 EXTERNAL

WORKS(PROVISIONAL)ELEMENT

NO. 6

SPORTSFIELDS FOOTBALLPITCH / RUNNINGTRACK

Sitepreparation

Excavate vegetablesoil 200 mm (average) deep: remove from site Hyvar Xas manufactured byTwigaChemicals Limited or equal approved weed killer applied at the rate of0.10 litres per squaremetre Excavations Excavate to reducelevels, not exceeding1.5 metres deep and disposeoffresultant debris as directed bythe Architect

Surfact Treament

Backfill and compact in 150 mmlayers: selected excavated materials: compacted to 95MDD (AASHTO180 ) Grade and compact to falls and crossfalls: bottoms of excavations: compact to 100%B.S compaction

SM

SM

CM

CM

SM

7000

7000

1950

1950

7000

mild steel football goal post size12200mmlongcomplete with

368 | P a g e

F alllabours of bendingto desired shape: fixed on and including 300 x300 x200 mmconcrete class 25(20mmthick aggregates) base: formwork: excavation and disposal of excavated material: Oneundercoat and two finishingcoats of first gradetwo pack epoxypaint

NO

2

KSHS

SongaOgodaandAssociates 10/10 ExternalWorks

369 | P a g e

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

D

E

D

E

Preparefinishedgrass surfaces andapply three coats of approvedtrack/road marking paint:to

Track: 100 mm wide (provisional) Football Nets 7320 x2440 x4mmThick braided polyethylenesquaremesh net madeup of5"non-slipperymachine knot with and includingalllabours of hoistingand fixingto position to form a slant back posturecomplete with supportingweights. VOLLEYBALLCOURT (2NO).

Sitepreparation

Excavate vegetablesoil 200 mm (average) deep: remove from site Hyvar Xas manufactured byTwigaChemicals Limited or equal approved weed killer applied at the rate of0.10 litres per squaremetre Excavations Excavate to reducelevels, not exceeding1.5 metres deep and disposeoffresultant debris as directed bythe Architect

Backfill and compact in 150 mmlayers: selected excavated materials: compacted to 95MDD (AASHTO180 ) Grade and compact to falls and crossfalls: bottoms of excavations: compact to 100%B.S compaction

LM

NO

SM

SM

CM

CM

SM

4000

2

800

800

240

240

800

370 | P a g e

Carried to Collection

KSHS

SongaOgodaandAssociates 10/11 ExternalWorks

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

Preparefinishedgrass surfaces andapply three coats of approvedtrack/road marking paint:to

Track: 100 mm wide (provisional)

LM

80

60mmDiameter (average) x3mmthick x C.H.S galvanised mild steel volleyballcourt post size2660mmlong(exposed portion)

371 | P a g e

C

D

E

F

G

complete with alllabours of bendingto desired shape: fixed on and including300 x300 x200 mmconcrete class 25 (20mmthick aggregates)base: formwork: excavation and disposal of excavated material: Oneundercoat and two finishingcoats of first gradetwo pack epoxypaint Volleyball Nets 10800 x2550 x3mmThick braided polyethylenenylon twisted twine non-slipperyknot with and includingoutertetron taping and cables;fibreglass rod volleyballantenna; all labours of hoistingand fixingto position to form a straight back posture. HANDBALLPITCH

Sitepreparation

Excavate vegetablesoil 200 mm (average) deep: remove from site Hyvar Xas manufactured byTwigaChemicals Limited or equal approved weed killer applied at the rate of0.10 litres per squaremetre Excavations Excavate to reducelevels, not exceeding1.5 metres deep and disposeoffresultant debris as directed bythe Architect

Backfill and compact in 150 mmlayers: selected excavated materials: compacted to 95MDD (AASHTO180 ) TOTAL CARRIED TOSUMMARY

NO

NO

SM

SM

CM

CM

2

2

800

800

240

240

KSHS

SongaOgodaandAssociates 10/12 ExternalWorks

372 | P a g e

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

D

E

F

Grade and compact to falls and crossfalls: bottoms of excavations: compact to 100%B.S compaction Preparefinishedgrass surfaces andapply three coats of approvedtrack/road marking paint:to Track: 100 mm wide (provisional)

SM

LM

800

160

2

2

800

800

60mmDiameter (average) x3mmthick x C.H.S galvanised mild steel Handballpitch post size7000mmlong(exposed portion)

complete with alllabours of bendingto desired shape: fixed on and including300 x300 x200 mmconcrete class 25 (20mmthick aggregates)base: formwork: excavation and disposal of excavated material: Oneundercoat and two finishingcoats of first gradetwo pack epoxypaint HandballNets 3000 x2000 x4mmThick braided polyethylenesquaremesh net madeup of5"non-slipperymachine knot with and includingalllabours of hoistingand fixingto position to form a slant back posturecomplete with supportingweights. NETBALLPITCH

Sitepreparation

Excavate vegetablesoil 200 mm (average) deep:

remove from site Hyvar Xas manufactured byTwigaChemicals Limited or equal approved weed killer applied at the rate of0.10 litres per squaremetre

NO

NO

SM

SM

373 | P a g e

Carried to Collection KSHS

SongaOgodaandAssociates 10/13 ExternalWorks

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A

B

C

Excavations Excavate to reducelevels, not exceeding1.5 metres deep and disposeoffresultant debris as directed bythe Architect

Backfill and compact in 150 mmlayers: selected excavated materials: compacted to 95MDD (AASHTO180 ) Grade and compact to falls and crossfalls: bottoms of excavations: compact to 100%B.S compaction

CM

CM

SM

240

240

800

60mmDiameter (average) x3mmthick x C.H.S galvanised mild

374 | P a g e

D

E

F

steel Netball court post size7000mmlong(exposed portion) complete with alllabours of bendingto desired shape: fixed on and including300 x300 x200 mmconcrete class 25 (20mmthick aggregates)base: formwork: excavation and disposal of excavated material: Oneundercoat and two finishingcoats of first gradetwo pack epoxypaint Preparefinishedgrass surfaces andapply three coats of approvedtrack/road marking paint:to Track: 100 mm wide (provisional) Netball Nets net madeup of5"non-slipperymachine knot with and includingalllabours of hoistingand fixingto position to form a straight back posture; completewith 380mm diameter x 150mmlongx10mmthick prepainted steel ringwelded to goal posts (m/s) Carried to Collection

NO

LM

NO

2

160

2

KSHS

SongaOgodaandAssociates 10/14 ExternalWorks

375 | P a g e

ITEM

DESCRIPTION

UNIT

UANTIT

RATE (KSHS)

AMOUNT(KS

COLLECTIONPAGE

NO. 10/10

PAGE NO. 10/11 PAGE NO. 10/12 PAGE NO. 10/13 PAGE NO. 10/14

376 | P a g e

TOTAL CARRIED TO SUMMARY

KSHS

SongaOgodaandAssociates 10/15 ExternalWorks

377 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

SECTION NO.10 ELEMENT NO. 7 HIGH LEVELWATER TANKSTRUCTURE

(provisional)SUBSTRUCTURES

Sitepreparation Clear site ofworks offgrass, shrubs and smalltrees, grub up theirroots and burn debris. Excavation Excavation for Column bases not exceeding 1.5 metres deep. Extraover alldescriptions of excavations and removal from siteforbreakingup rock Disposal ofexcavatedmaterial Backfill and compact in 150 mmlayers: selected excavated materials Remove surplus spoilfrom site and deposit in permanent spoilheaps at a site to be agreed with the Local Authority Planking andstrutting

Plankingand struttingto sides of allexcavations: keep excavations freefrom all fallen materials

Disposal ofwater

SM

CM

CM

CM

CM ITEM

60

18

5

12

6

378 | P a g e

G

Keep excavations freefrom all water

Carried to Collection

ITEM

Kshs

SongaOgodaandAssociates 10/16 ExternalWorks

379 | P a g e

ITEM DESCRIPTION UNIT QTY

A

B

C

D

E

F

G

H

I

Insitumass concreteclass15 (19 mmaggregates): vibrated: to 50 mmBlindingunder column bases Insituconcreteclass30 (20 mmaggregate):vibrated: reinforced

Column

bases

Columns

Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 8 mmDiameter bars 10 mmDiameter bars 12 mmDiameter bars 16 mmDiameter bars

Fairfacedsteel formwork: to

Vertical sides: Column bases

Ditto: columns

SM

CM

CM

KG

KG

KG

KG

SM

SM

12

4

1

180

180

180

180

10

12

380 | P a g e

Kshs

SongaOgodaandAssociates 10/17 ExternalWorks

381 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

SUPERSTRUCTURE

STRUCTURAL STEEL

SUPERSTRUCTUREGalvanised mildsteel in

bars,sections and plates: with

one coat two-pack epoxy zinc chromateprimerbefore

fixing or equal andapprovedas desribedin 200 x200 x4 mmThick S.H.S pillars twice welded to mild steel baseplate(m/s) 150 x50 x3 mm Thick RHS sections ; welded to vertical pillars (m/s) Ditto: butwelded to the horizontal members at 618 mm centres 100 x75 x4 mmUnequal angle ; welded to SHS pilllar (measured separately) 75 x75 x3 mmEqual angle ; ditto 400 x400 x20mmThick mild steel plate: four times bolted to concrete basesurfaces complete with stiffeners. 128mmx80 mmx12mmThick ribbed mild steel plate ; one end welded to mild steel baseplate and the other to SHS pillars (both measured separately) 10 mmThick mild steel chequered platedeckingwelded to horizontal steel sections(measured separately)

KG

KG

KG

KG

KGS

NO

NO

SM

1728

320

947 1948

1151

6

24

42

382 | P a g e

KSHS

SongaOgodaandAssociates 10/18 ExternalWorks

383 | P a g e

ITEM

DESCRIPTION

UNIT

QTY

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

20mmDiameter x150mmlongmild steel bolts:one end bent and anchored into concrete: otherthreaded: completewith

nuts and end washers

10 mmDiameter x50 mmlong galvanised mild steel bolts complete with nuts and end washers BALUSTRADING(Provisional) Galvanised mildsteel in bars,sections and plates: with

one coat two-pack epoxy zinc chromateprimerbefore

fixing or equal andapprovedas desribedin: 50 x50 x3mmThick SHS tubehandrailwelded to

balusters at thetop and welded to Steel stanchions(m/s)

at the extreme ends 50 x50 x3mmThick middle and bottom rails ditto 50 x50 x3mmThick balusters; 900 mmhigh: top end welded to handrail bottom end welded to horizontal 150 x50 x3mm RHS platform members at 600 mm centres (m/s); Prepareandapply oneundercoat andtwo finishing coats of

firstgradetwo packepoxy paint orequal andapproved

paint on metal surfaces: to

NO

NO

LM

LM

NO

24

16

27

54

46

384 | P a g e

F

Surfaces: over100 but notexceeding200 mmgirth

Carried to collection

LM

123

KSHS

SongaOgodaandAssociates 10/19 ExternalWorks

ITEM DESCRIPTION UNIT QTY

A

Ladder 600mmwidex12000mmhigh cagged aluminium cat

ladder to structural engineer's details Carried to Collection

NO

1

KSHS

385 | P a g e

COLLECTION

PAGE NO.

10/16

PAGE NO. 10/17 PAGE NO. 10/18 PAGE NO. 10/19 PAGE NO. 10/20

KSHS

-

SongaOgodaandAssociates 10/20 ExternalWorks

386 | P a g e

ITEM DESCRIPTION UNIT QTY RATE (KSHS)

AMO(KSH

A

B

C

D

E

F

G

SECTION NO. 10 EXTERNAL WORKS(PROVISIONAL)ELEMENT

NO. 8

GATEHOUSESUBSTRUCTURES

SiteClearance

Clear site ofsmall bushes and grub roots of smalltrees and cart away Excavations Excavate average300mmdeep to remove top vegetablesoil and cart away

Excavate trenches forstrip foundation not exceeding1.5m deep from stripped level Disposal ofexcavatedmaterials Cart awaysurplus excavated materials and spread as directed on site

Return fill and ram selected excavated materials Planking and Strutting Allow for Plankingand struttingto sides of allexcavations includingkeepingexcavations freefrom fallen materials Disposal ofWater Allow for keepingexcavation freefrom all waterbypumping, bailingor otherwise

Carried to Collection

SM

SM

CM

CM

CM

ITEM

ITEM

8

8

4

1

3

387 | P a g e

KSHS

SongaOgodaandAssociates 10/21 ExternalWorks

388 | P a g e

ITEM

DESCRIPTION

UNIT

QTY

RATE (KSHS)

AMOUNT

A

B

C

D

E

F

G

H

I

J

K

L

Fillings 300mmThick Hardcorefillings: rolled, levelled and compacted 50mm Stone dust blindingto surfaceof hardcore DampProofMembrane Single layer of1000 gaugepolythenesheetinglaid on blinded Anti - termitetreatment Treat surfaceof hardcorewith 'Termidor 250EC'or similar Mass concreteclass15(1:3:6) in : 50mmThick concrete blindingto strip

foundation

Vibratedreinforcedconcreteclass20/20

in: Foundation strip

150mmThick slab Reinforcement Steel fabric meshreinforcement to B.S. 4483 BRC mesh fabricreinforcement ref A142 (weighing2.2kg/m2) laid in laps (measured net-no allowancemadeforlaps) Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 12mmDiameter 8mmDiameter

SM

SM

SM

SM

SM

CM

SM

SM

KG

KG

SM

LM

5

5

8

8

5

1

8

8

40

65

5

12

389 | P a g e

Sawn formworkto:- KSHS

SongaOgodaandAssociates 10/22 ExternalWorks

390 | P a g e

ITEM

DESCRIPTION

UNIT

QTY

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

Sub-Walling Mediumchisel dressed natural stonewalling beddedin cement andsandmortarincluding reinforcing with hoop iron ties every alternatecourse.

200mmThick walling Plinth 12mmThick cement sand (1:3) render to plinth surfaces: wood floated Prepareandapply two coats of bituminous paint to: Rendered plinth R.C. SUPERSTRUCTURE Vibratedreinforcedconcreteclass20/20mmto: Beams Deformed Steel bars grade60/PNS 415 to B.S. 4449:2005 GR B500B(Provisional) 12 mmDiameter 10

mmDiameter

SM

SM

SM

CM

KG

KG

SM

10

3

3

2

50

50

8

391 | P a g e

Sawn

formworkto:-

Sides and

KSHS

SongaOgodaandAssociates 10/23 ExternalWorks

ITEM

DESCRIPTION

UNIT

QTY

RATE(KSHS)

AMOUNT(KSHS)

ROOFINGAND RAINWATER DISPOSAL(PROVISIONAL) GI galvanised roofing sheets as approved by

andincluding bolting andlabours ofhoisting 3000 mmabove

392 | P a g e

A

B

C

D

E

F

G

H

I

J

K

abovefinished floor level as describedin:- Roofingsheets laid with minimum 75mm sidelaps and 150mmend laps nailed to timber purlins including rubber washers to match.

Structural timbers: sawncypress: celcuredtreated: with andincluding making holes,nailing plates &cleats, bolting , nailing, joining with hoopiron and fixing allstructural members and hoisting to roofmembers

100 x50 mm Wallplate 150 x75 mmRafters 100 x50 mm Struts and ties 150 x50 mmCeilingjoists 150 x50 mm Purlins 150 x75 mmCommon Rafters 100 x50 mmKingposts 250 x25 mmRidgeboard 3"X 1/2 "bolts Fascia/Eaves Wrot primegradepodo as describedin:- Ex 300 x25mmfascia and Vergeboards fixed to roof structure

SM

LM

LM

LM

LM

LM

LM

LM

LM

NO

LM

22

9

17

2

12

15

15

1

1

10

12

KSHS

SongaOgodaandAssociates 10/24 ExternalWorks

393 | P a g e

ITEM

DESCRIPTION

UNIT

QTY

RATE(KSHS)

AMOUNT(KSHS)

A

B

C

D

E

F

G

H

Painting andDecorating Preparefill upjoints with approvedwood fillerandapply three coats polyurethane clearvarnishonwood: to General surfaces of Eaves

slats soffits. Surfaceof wood

work 0-100mmgirth.

Prepare, knot, prime, stop andapply three coats gloss oil paint on woodsurfaces: to Surfaceof fascia boards, 200-300mmgirth.

RAINWATER DISPOSAL Sheet metal pipes andgutters: 24 gauge galvanised iron

S

M

L

M

LM

7

12

12

12

4

2

2

1

5

2

2

100 mmDiameter x150 mmlongfulboraoutlet, grated and tapered; fixed into concrete slab Extraover roof slab for cutting100 mmdiameterx150 mm deep opening Extra overcementsand screed (1:3) fordishingaround openings

110

mmDiameterdownpip

es: Ditto:extra over

NO

NO

S

M

L

M

394 | P a g e

I forhorseshoe N 3

KSH

SongaOgodaandAssociates 10/25 ExternalWorks

395 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT(KSHS)

A

B

C

D

E

F

G

H

WALLING Natural stonewalling chisel dressed on both sides; bedded andjointedincement andsand(1:4) mortar 200mm Walling Approved hessian based bituminous damp proof course 200mm Wide STEEEL CASEMENT WINDOWS

Supply, assemble and fix thefollowing purposemade mildsteel windows: Fabricated from32 x 2.5 mmZand I sections: 16mmdiameterhorizontal bars at 150 mm centers and16mmdiametervertical bars at 200mm centers completewith allthe necessary coupling mullions andtransomes: One coat redoxideprimerbefore erection: building inlugs to jambs , plugging andscrewing tohead andcill: bedding allroundincement mortar, pointing onesideinmastic: oiling easing andadjusting: ironmongery Window size450 x1200 mmhigh General joinery: wrot mahogany: selectedand kept clean 200 x25 mm Window board: plugged, screwed and pellated 150 x25 mmThick pelmet boxfascia 100 x25 mmThick pelmet boxtops 25 x50 mmBearers : plugged 150 x100 x25 mmThick returned ends

SM

LM

NO

LM

LM

LM

LM

NO

17

10

3

3

3

3

2

6

396 | P a g e

Carried to collection KSHS

SongaOgodaandAssociates 10/26 ExternalWorks

397 | P a g e

ITEM

DESCRIPTION

UNIT QTY RATE(KSHS)

AMOUNT (KSHS)

A

B

C

D

E

F

Curtainrail

3

3

8

3

3

1

Silent gliss or equal and approved heavydutyaluminium channel curtain rail: with and includingrollers at 100 mm centres: laps

stops( double rail) Precast concreteunits: class20/12 mm aggregates: vibrated

265 x75 mmThick weathered and throated window cill:fairfaced on exposed surfaces: bedded jointed and pointed in cement and sand (1:4) mortar Prepareandapply one coat aluminiumwood primerbefore fixing: on wood: to

Surfaces not exceeding100 mmgirth Prepareandapply three coats polyurethane clearvarnish: onwood: to Pelmet boxes: over200 but notexceeding300 mmgirth Window board: ditto DOORS

50 mmThick Solid cored flush doors to B.S. 459 part2: mahogany veneered both sides:hardwood lipped edges to Architect's approval Single leaf door overallsize900 x2100mmhigh

LM

L

M

L

M

L

398 | P a g e

KSHS

SongaOgodaandAssociates 10/27 ExternalWorks

399 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT (KSHS)

A

B

C

D

E

F

G

H

I

J

Frames andlinings: cypress or equal approved hardwood: selectedand kept clean

200 x50 mmFrames: Threelabours: plugged 20 x40 mmArchitrave: screwed and pellated 20 x20 mmQuadrant beading: one labour: ditto 10 x20 mmGlazingbeads Supply and fix thefollowing ironmongery to timber completewith matching screws and keys as per'UNION' manufucturers ( referenceto aparticular catalogueare given as a guideto typeand quality only, otherequal and approvedalternatives may beused) 150 mmheavydutyaluminium tapered hinges: with aluminium pin and screws; stainless steel doubleballbearing Polished Stainless steel Two Door lever and furnitureset; ( keyhole escutcheons, cylinder and latch ); Referenceto "UNION"CatalogueNO. 2102BBor equal and approved; complete with handles

38mm Stainless steel floor mounted doorstopper: Referenceto UNION8400 ; rawl bolted to concrete

6 mmThick clearsheetglass:fixed with 25 x25mmgrooved hardwood beading allround; to timber doors

Door fan lights:over0.1 butnotexceeding0.5 square meters Prepareandapply one coat aluminiumwood primer: beforefixing: on wood: to

Surfaces not exceeding100 mmgirth Ditto: over100 but notexceeding200 mmgirth

LM

LM

LM

LM

PRS

NO

NO

SM

LM

LM

6

6

6

3

2

1

1

1

15

6

400 | P a g e

Carried to Collection KSHS

SongaOgodaandAssociates 10/28 ExternalWorks

401 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT (KSHS)

A

B

C

D

E

F

G

H

I

Prepareandapply three coats polyurethane clearvarnish: on wood: to Frames: over 100but notexceeding200 mmgirth Architraves: notexceeding100 mmgirth

Quadrant beading: notexceeding100 mmgirth

Glazingbeads: ditto

FLOORFINISHES Cement andsand(1:3) screed:mixed with SIKA or equal andapproved hardener;finished hardandsmooth on concreteto Architect's approval. 40 mmfloors Ditto: 8 mm Thick x100 mmhigh skirting WALLFINISHES 12 mmThick cementsand plaster, wood trowelled finish, as described to;- Walls Prepare and apply one undercoatand two coats offirstgrade plastic emulsion paint to: Plastered/ rendered

surfaces

CEILINGFINISHES

Chipboard ceiling

Horizontalsoffits ofsuspended slabs

LM

LM

LM

LM

SM

LM

SM

SM

SM

11

11

11

5

5

9

41

41

5

402 | P a g e

J

General joinery:gypsum cornice;selected and kept clean fixed to masonry orconcrete surfaces. 100 x 25mmMoulded cornice

LM

9

SongaOgodaandAssociates 10/29 ExternalWorks

403 | P a g e

ITEM DESCRIPTION UNIT QTY RATE(KSHS) AMOUNT (KSHS)

A

B

C

D

Prepare and apply threecoats offirstgrade vinyl mattemulsion paint orother equaland approved paint;on

Chipboard ceiling

Cornice:over100 butnotexceeding200 mmgirth ROOFFINISHES Precast concreteclass20/20mmto: DecorativeRC Moulding Copingsize250 mmx75 mmthick

Carried to Collection COLLECTIONPAGE

NO. 10/21

PAGE NO. 10/22 PAGE NO. 10/23 PAGE NO. 10/24 PAGE NO. 10/25 PAGE NO. 10/26 PAGE NO. 10/27 PAGE NO. 10/28 PAGE NO. 10/29 PAGE NO. 10/30

SM

LM

LM

LM

5

5

12

12

KSHS

404 | P a g e

TOTAL CARRIED TO SUMMARY

SongaOgodaandAssociates 10/30 ExternalWorks

ITEM DESCRIPTION PAGENO.

AMOUNT(KSHS)

SECTION NO.10 PROPOSED VOI GIRLS RESCUE CENTRE-EXTERNALWORKS

405 | P a g e

1

2

3

4

5

6

7

8

EXTERNAL WORKS SUMMARY ELEMENTPAGE NO SITE CLEARANCE 10/1 PAVEDAREAS &CAR PARKS 10/3 STORM WATER DRAINAGE 10/4 BOUNDARY WALL 10/8 LANDSCAPPING 10/9 SPORTSFIELDS 10/15 HIGHLEVELWATER TANK STRUCTURE 10/20 GATE HOUSE 10/30

AMOUNT

SongaOgodaandAssociates 10/31 ExternalWorks

406 | P a g e

ITEM

DESCRIPTION

UNIT

QUANTITY

RATE

AMOUNT(KSHS)

A

B

C

D

E

F

G

SECTION NO. 11 PRIME COST

ANDPROVISIONALSUMSElectricalInstallations

Provide aPrime CostSumof Kenyan Shillings Eighteen Million OnlyforElectricalEngineering ServiceInstallations to be executed bya nominated sub-contractor Add forprofit AllowforAttendance MechanicalInstallations Provide aPrime CostSumof Kenyan Shillings TwentyMillion Two Hundred Thousand Onlyfor MechanicalEngineeringServiceInstallations to be executed bya nominated sub-contractor Add forprofit AllowforAttendance Contingency Provide aContingencySumof Kenyan Shillings Three Million Onlyto be deducted in whole or in part TOTAL CARRIED TOMAINSUMMARY

ITEM

SUM ITEM

SUM

SUM

18,000,000.00

20,200,000.00

3,000,000.00

407 | P a g e

KSHS

SongaOgodaandAssociates 11/1 PCProvisionalSums

ITEM DESCRIPTION KShs

1

2

3

4

5

6

7

8

9

10

11

PROPOSED VOI GIRLSRESCUE

CENTREMAINSUM

MARY

SECTIONPAGE NO

PARTICULAR PRELIMINARIES 105

GENERALPRELIMINARIES 1 1 5

CLASSROOMS 3/24

LABORATORY BLOCK 4/25

ADMINISTRATIONBLOCK 5/28

DORMITORY 6/32

KITCHEN/DINING 7/28

STAFFHOUSES 8/23

408 | P a g e

SECTION IX: STANDARED FORMS

409 | P a g e

STANDARDFORMS

i. FormofTender

ii. QualificationInformation

iii. Confidential BusinessQuestionnaire

iv. Integrity declaration forms

v. Anti-Corruption Declaration Commitment/ Pledge

vi. Intension to enter into contract

vii. Formof Agreement

viii. Litigation history forms.

ix. LetterofAcceptance

x. FormofTenderSecurity

xi. PerformanceBankGuarantee

xii. BankGuaranteeforAdvancePayment

xiii. Application to Public Procurement administrative Review Board

410 | P a g e

A. FORM OF TENDER Date____________________________ Tender No._______________________

To……………………..

…………………………..[Name and address of procuring entity]

Gentlemen and/or Ladies:

1. Having examined the tender documents including Addenda Nos.. [insert numbers, of which is hereby duly acknowledged, we, the undersigned, offer to provide.................................................................................................................. [description of services] in conformity with the said tender documents for the sum of ................................... [total tender amount in words and figures] or such other sums as may be ascertained in accordance with the Schedule of Prices attached herewith and made part of this Tender.

2. We undertake, if our Tender is accepted, to provide the services in accordance with the services schedule specified in the Schedule of Requirements.

3. If our Tender is accepted, we will obtain the tender guarantee in a sum equivalent to .................... percent of the Contract Price for the due performance of the Contract, in the form prescribed by (Procuring entity).

4. We agree to abide by this Tender for a period of ..........................[number] days from the date fixed for tender opening of the Instructions to Tenderers, and it shall remain binding upon us and may be accepted at any time before the expiration of that period.

5. Until a formal Contract is prepared and executed, this Tender, together with your written acceptance thereof and your notification of intention to enter into contract, shall NOT constitute a binding Contract between us.

Dated this ____ day of____________________ 2018 _____________________________________________________________

[Name] [In the capacity of] [signature]

Duly authorized to sign tender for and on behalf of___________________________

411 | P a g e

Stamp _____________________________

B.QUALIFICATION INFORMATION 1. IndividualTenderers orIndividual Members ofJoint Ventures

1.1 Constitution orlegal status of tenderer (attach copyorIncorporation Certificate)

Placeof registration:

Principal placeof business:

Power of attorneyof signatoryof tender:

1.2 Total annual volume ofconstruction work performed in the last fiveyears

Year Volume

Currency Value

1.3 Workperformed asMain Contractor onworksofasimilarnatureand volumeover thelastfiveyears. Alsolistdetailsofworkunderway orcommitted,including expected completion date.

Project name

Name of clientand contact person

Type of work performed and year of completion

Value of Contract

1.4 MajoritemsofContractor’sEquipmentproposedforcarrying outtheWorks. List allinformationrequestedbelow. Referalsoto Clause1.7(c)oftheInstructionsto Tenderers.

412 | P a g e

Item of Equipment

Description, Make and age (years)

Condition(new, good, poor) and number available

Owned, leased (from whom?), or to be purchased (from whom?)

1.5 Qualificationsandexperienceofkeypersonnelproposedforadministrationand execution ofthe Contract. Attach biographical data.

Position Name Years of experience (general)

Years of experience in proposed position

SiteManager

(etc.)

1.6 Financialreportsforthelastfiveyears: balancesheets,profitandlossstatements, auditor’s reports, etc. List below and attachcopies.

1.7 Evidenceofaccesstofinancialresourcestomeetthequalificationrequirements: cashinhand,linesofcredit,etc. Listbelowandattachcopiesofsupportive documents.

1.8 Name,addressandtelephone,telexandfacsimilenumbersofbanksthatmay

providereferenceifcontacted bythe Employer.

1.9 Statement of compliancewith therequirements ofClause1.2 ofthe Instructions to Tenderers.

1.10 Proposed program (workmethod and schedule) for thewholeof theWorks

413 | P a g e

C. CONFIDENTIAL BUSINESSQUESTIONNAIRE Youarerequestedto givetheparticularsindicated inPart1andeitherPart2(a),2(b)or2(c) and 2(d)whichever applies toyour typeof business.

You are advised that it is aserious offencetogivefalse information on this Form.

Part 1 – General

Business Name:

……………………………………………………………………… Location

ofbusiness premises: Country/Town:………………………………

PlotNo:……………………………………… Street/Road:

………………………… Postal Address… Tel No:………………………………..

NatureofBusiness:……………………………………………………………………. Current TradeLicenseNo:…………………… Expiringdate:………………………..

Maximum valueof business whichyou can handleat anytime: Kenyashillings. ………………………..

Name ofyour

bankers:…………………………………………………………………

Branch:………………………………………………………………………………

Part 2 (a)– Sole Proprietor

Yourname in full:…………………………………… Age:…………………………

Nationality:………………………………… CountryofOrigin:…………………….

Citizenship details:……………………………………………………………………

414 | P a g e

Part 2 (b)– Partnership

Givedetails ofpartners as follows:

Namein full Nationality Citizenship Details

Shares 1 ………………………………………………………………………………………….. 2 ………………………………………………………………………………………….. 3.……………………………………………………………………………………………….. 4………………………………………………………………………………………………… Part 2(c)– Registered Company:

Private orPublic………………………………………………………………

Statethe nominal and issued capital of thecompany-

Nominal

Kshs………………………………………………………………… Issued

Kshs……………………………………………………………………

Givedetails of allthe directors as follows:

Name in full Nationality.Citizenship Details*. Shares.

1 …………………………………………………………………………………………. 2 …………………………………………………………………………………………. 3 …………………………………………………………………………………………. 4 ………………………………………………………………………………………….

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Part 2 (d)– Interest intheFirm:

Isthereanyperson/personsin………………………………..(NameofEmployer)whohasinterest in this firm?Yes/No………………………. ……………… (Delete as necessary).

I certifythat theaboveinformation is correct.

…………………………… …………………………

… ………………….. (Title) (Signature) (Date)

Attach proof of citizenship

IftheTendererwishestosubletanyportionsoftheWorksunderanyheading,hemustgivebelow details of thesub-contractors heintends to employfor each portion.

Failureto complywith this requirement mayinvalidatethe

tender. (1) Portion of Works to

besublet:………………………………

[i) Full name of Sub-contractor and address of head office:

………………………………………

……………………………………… [ii) Sub-

contractor’sexperienceof similar works carriedoutinthe last 3years with Contract value: ………………………………

(2) Portion of Works to sublet: ………………………………

(i) Fullname ofsub-contractor and address of head office: ………………………………

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……………………………… (ii) Sub-contractor’s experience of similarworks carriedout in the last 3years with Contractvalue: ……………………………

…………………………

[Signatureof Tenderer) Date

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D. INTEGRITY DECLARATION UNDERTAKING BY TENDERER ON ANTI – BRIBERY POLICY / CODE OF CONDUCT AND COMPLIANCE PROGRAMME

• Each Tenderer must submit a statement, as part of the Tender documents, in either of the two given formats which must be signed personally by the Chief Executive Officer or other appropriate senior corporate officer of the Tendering company and, where relevant, of its subsidiary in the Kenya. If a Tender is submitted by a subsidiary, a statement to this effect will also be required of the parent company, signed by its Chief Executive Officer or other appropriate senior corporate officer.

• Tenderers will also be required to submit similar No-bribery commitments from their

subcontractors and consortium partners; the Tenderer may cover the subcontractors and consortium partners in its own statement, provided the Tenderer assumes full responsibility.

• Payment to agents and other third parties shall be limited to appropriate

compensation for legitimate services.

• Each Tenderer will make full disclosure in the Tender documentation of the

beneficiaries and amounts of all payments made, or intended to be made, to agents or other third parties (including political parties or electoral candidates) relating to the Tender and, if successful, the implementation of the contract.

• The successful Tenderer will also make full disclosure [quarterly or semi-

annually] of all payments to agents and other third parties during the execution of the contract.

• Within six months of the completion of the performance of the contract, the

successful Tenderer will formally certify that no bribes or other illicit commissions have been paid. The final accounting shall include brief details of the goods and services provided that they are sufficient to establish the legitimacy of the payments made.

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• Statements required according to subparagraphs (b) and (d) of this paragraph will have to be certified by the company's Chief Executive Officer, or other appropriate senior corporate officer.

• Tenders which do not conform to these requirements shall not be

considered.

• If the successful Tenderer fails to comply with its No-bribery commitment,

significant sanctions will apply. The sanctions may include all or any of the following:

• Cancellation of the contract;

• Liability for damages to the public authority and/or the unsuccessful competitors in the Tendering possibly in the form of a lump sum representing a pre-set percentage of the contract value (liquidated).

• Tenderers shall make available, as part of their Tender, copies

of their anti-Bribery Policy/Code of Conduct, if any, and of their-general or project - specific - Compliance Program.

• The Government of Kenya has made special arrangements for adequate oversight of the procurement process and the execution of the contract, and has invited civil society and other competent Government Departments to participate in the oversight. Those charged with the oversight responsibility will have full access to all documentation submitted by Tenderers for this contract, and to which in turn all Tenderers and other parties involved or affected by the project shall have full access (provided, however, that no proprietary information concerning a Tenderer may be disclosed to another Tenderer or to the public).

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ANTI-CORRUPTION DECLARATION COMITMENT/ PLEDGE (Sections 62 of the PPAD Act, 2015) I/We/Messrs……………………………………………………………………………. of Street, Building, P O Box…………………………………………………………… ………………………………………………………………………………………….. Contact/Phone/E mail………………………………………………………………….. declare that Public Procurement is based on a free and fair competitive Tendering process which should not be open to abuse. I/We ..………………………………………………………………………………….. declare that I/We will not offer or facilitate, directly or indirectly, any inducement or reward to any public officer, their relations or business associates, in connection with Tender/Tender No ………………………..………………………………………………. for or in the subsequent performance of the contract if I/We am/are successful. Authorized Signature................................................................................................ Name and Title of Signatory……………………………………………………………

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E. LETTER OFACCEPTANCE (Not to be filled in at this stage)

Kenya Railways, P.O BOX 30121, NAIROBI.

(date)

To:

(Nameof theContractor)

(Address ofthe Contractor) Dear Sir,

Thisistonotify youthatyourTenderdated forthe executionof ………………..for theContractPriceofKshs. figures)

(KenyaShillings)

(amountin in accordancewith theInstructions to Tenderers is herebyaccepted.

(amountinwords) You areherebyinstructed to proceed with the execution ofthe said Worksin accordancewith the Contract documents.

Authorized Signature……………………………………………………………….

Name and Title ofSignatory

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F. FORMOF AGREEMENT (Not to be filled in at this stage)

THISAGREEMENT, madethe dayof 2018 between KenyaRailwaysof[orwhoseregisteredofficeissituatedat P.O.BOX30121,NAIROBI(hereinaftercalled “theEmployer”) ofthe onepart AND

officeissituatedat

of[orwhoseregistered (hereinafter called“theContractor”)oftheotherparWHEREASTHE Employeris desirous that the Contractor executes…………. (Nameand identification number of Contract)(Hereinafter called“the Works”) located in………… [Place/location of theWorks]and the Employer has accepted thetender submitted bythe Contractor for theexecution and completion ofsuch Works and the remedyingof anydefectstherein forthe Contract Priceof Kshs.

Amount in figures], KenyaShillings

[Amount inwords].

NOWTHISAGREEMENT WITNESSETH asfollows:

1.

InthisAgreement,wordsandexpressionsshallhavethesamemeaningsasarerespectively assigned to them in the Conditions of Contract hereinafterreferred to.

2. Thefollowing documentsshallbedeemedtoformandshallbereadandconstruedaspart

ofthis Agreement i.e.

(i) Letter ofAcceptance

(ii) Form ofTender

(iii) Conditions of Contract PartI

(iv) Conditions of Contract PartIIandAppendixto Conditions of Contract

(v) Specifications

(vi) Drawings

(vii) Priced Bills of Quantities

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3. InconsiderationofthepaymentstobemadebytheSubContractortotheContractoras hereinaftermentioned,theSubContractorherebycovenantswiththeContractortoexecute and complete theWorksand remedyanydefects therein in conformityinallrespects with the provisions of theContract.

4. TheContractor herebycovenants to paytheSubContractor in consideration

ofthe executionandcompletionoftheWorksand theremedyingofdefectstherein,theContract PriceorsuchothersumasmaybecomepayableundertheprovisionsoftheContractatthe times and in themannerprescribed bytheContract.

INWITNESSwhereofthepartiesheretohavecausedthisAgreementtobeexecutedtheday and year first beforewritten.

The common Seal of

Was hereunto affixed in thepresenceof

Signed Sealed,and Delivered bythe said

BindingSignatureof Main Contractor

BindingSignatureof SubContractor

In the presenceof (i) Name:

Address

Signature:

[ii]

Name:

Address:

Signature:

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FORM 7-LITIGATION HISTORY Contractors/Suppliers should provide information on any history of litigation or arbitration resulting from contracts executed in the last five years or currently under execution.

YEAR AWARD FOR OR AGAINST

NAME OF CLIENT, CAUSE OF LITIGATION AND MATTER IN DISPUTE

DISPUTED AMOUNT (CURRENT VALUE, KSHS. EQUIVALENT

(Bidders Must declare whether they have litigation or Not)

SIGN………………………………………………..DATE………………………………………..

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NOTIFICATION OF INTENTION TO ENTER INTO CONTRACT

Address of Procuring Entity

_____________________ _____________________ To: RE: Tender No. Tender Name This is to notify that the contract/s stated below under the above mentioned tender have been awarded to you.

1. Please acknowledge receipt of this letter of notification signifying your acceptance.

2. The contract/contracts shall be signed by the parties within 30 days of the date of

this letter but not earlier than 14 days from the date of the letter.

3. You may contact the officer(s) whose particulars appear below on the subject matter of this notification.

4. Please note that this Notification does not constitute a contract.

5. You will be required to give a 10% performance bond in form of a Bank Guarantee

from bonk registered in Kenya, prior to Contract signing.

(FULL PARTICULARS)

SIGNED FOR ACCOUNTING OFFICER

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SECTION X: FORMS OF SECURITY

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FORMOFTENDER SECURITY WHEREAS………………………………………..(Hereinaftercalled“the Tenderer”) has submitted his tender dated ………………………… for the construction of ……………………………………………………………………… …………………(Nameof Contract)

KNOWALLPEOPLEby thesepresentsthatWE………………………havingourregistered officeat ………………(hereinaftercalled“theBankora reputableinsurancecompany ”),are bound unto …………………………… (Hereinafter called“the Employer”) in thesum of (………………………………………………..)forwhichpaymentwelland trulytobemadetothesaidEmployer,theBankorinsurancecompanybindsitself,itssuccessors and assigns bythesepresents sealed with the Common Seal of thesaid Bank this ……………. Dayof ………2018……… THE CONDITIONS of this obligation are:

1.

Ifaftertenderopeningthetendererwithdrawshistenderduringtheperiodoftendervalidity specified in theinstructions to tenderers Or

2. Ifthetenderer,havingbeennotifiedoftheacceptanceofhistenderbytheEmployerduring the period oftender validity:

(a) fails or refuses to execute the form of Agreement in accordance with the

Instructions to Tenderers, if required; or

(b) fails or refuses to furnish the Performance Security, in accordance with the Instructions to Tenderers;

Weundertaketopay totheEmployeruptotheaboveamountuponreceiptofhisfirstwritten demand,withouttheEmployerhavingtosubstantiatehisdemand,providedthatinhisdemandthe Employer will notethat the amountclaimed byhimis dueto him, owing to the occurrenceof one or both of the two conditions, specifyingthe occurred condition or conditions.

Thisguaranteewillremaininforceuptoandincluding thirty (30)daysaftertheperiodoftender validity, and anydemandin respect thereof shouldreach theBank not laterthan thesaid date.

[date[ [signatureof theBankor insurance company] [Witness] [Seal

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PERFORMANCEGUARANTEE To: (Nameof Employer) (Date)

(Address ofEmployer)

Dear Sir,

WHEREAS (hereinaftercalled“theContractor”)hasundertaken,in pursuanceofContractNo. dated toexecute (hereinafter called “theWorks”);

ANDWHEREASithasbeenstipulatedbyyouinthesaidContractthattheContractorshallfurnish youwithaBankGuaranteeby arecognizedbankorareputableinsurancecompanyforthesum specified therein as securityforcompliancewith his obligations in accordancewith theContract;

AND WHEREASwehaveagreed togive theContractor suchaBank Guarantee:

NOWTHEREFOREweherebyaffirmthatwearetheGuarantorandresponsibletoyou,onbehalfoftheContractor,uptoatotalofKenyaShillings

(amountofGuaranteeinfigures)(amount of Guarantee in words), andweundertaketopay you,uponyourfirstwrittendemandandwithoutcavilorargument,anysumorsumswithinthelimitsofKenyaShillings (amountofGuaranteeinwords)asaforesaidwithoutyourneedingtoproveortoshowgroundsorreasonsfor your demand for thesum specified therein. Wehereby waivethenecessity ofyourdemandingthesaiddebtfromtheContractorbefore presentingus with the demand.

We further agreethatnochange,additionor othermodificationof thetermsof theContractor of theWorkstobeperformedthereunderorofanyoftheContractdocumentswhichmay bemade betweenyouandtheContractorshallinanywayreleaseusfromanyliabilityunderthisGuarantee, and weherebywaive noticeof anychange,addition, or modification.

This guaranteeshallbevalid until thedate ofissueof theCertificate ofCompletion.

SIGNATURE AND SEALOFTHEGUARANTOR: Name ofBank:

Address:

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Date:

BANK GUARANTEE FOR ADVANCEPAYMENT To: (nameof Employer)

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(address ofEmployer) Gentlemen,

(Date) Ref: ………………………………….. In accordancewiththeprovisionsoftheConditionsofContractofthe abovementionedContract, We, (nameand address of Contractor) (hereinafter called “the Contractor) shall deposit with (nameofEmployer)abankguaranteetoguaranteehis proper and faithful performance under the said Contract in an amount of Kshs. (amount of Guarantee in figures) Kenya Shillings (amount of Guaranteein words).

We, (bank), as instructed by the Contractor, agree unconditionally andirrevocably toguaranteeasprimary obligatorandnotasSurety merely,the payment to (name of Employer) on his first demandwithoutwhatsoeverrightofobjectiononourpart andwithouthisfirstclaimto theContractor, in the amount notexceedingKshs. Guaranteein figures) KenyaShillings

(amount of (amountofGuaranteeinwords),suchamounttobereducedperiodicallybytheamountsrecovered by you from the proceedsof theContract.

Wefurtheragreethatno changeor additiontoorothermodification ofthetermsofContractorof theWorkstobeperformedthereunderorofanyotherContractdocumentswhichmaybemadebetween

(nameofEmployer)andtheContractor,shallinanyway releaseusfromanyliability underthisguarantee,andwehereby waivenoticeofany such change,addition or modification. Nodrawingmay bemadebyyouunderthisGuaranteeuntilwehavereceivednoticeinwriting fromyouthatanadvance paymentof the amountlistedabove hasbeenpaidtothe Contractor pursuant to the Contract.

ThisGuarantee shallremainvalidandinfulleffectfromthedateoftheadvance paymentunder theContractuntil (nameof Employer) receives fullpayment ofthe sameamount from theContract.

Yours faithfully, Signatureand Seal

Name ofthe bank

Address

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Date Witness:Name:

Address:

Signature

Date

NOTE: ADVANCEPAYMENT ISNOTAPPLICABLE

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SECTION XI: APPLICATION TO PUBLIC PROCUREMENTADMINISTRATIVE REVIEW BOARD

FORM RB 1

REPUBLIC OF KENYA PUBLIC PROCUREMENT ADMINISTRATIVE REVIEW BOARD

APPLICATION NO…………….OF……….….20……...

BETWEEN

…………………………………………….APPLICANT

AND

…………………………………RESPONDENT (Procuring Entity)

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Request for review of the decision of the…………… (Name of the Procuring Entity) of

……………dated the…day of ………….20……….in the matter of Tender No………..…of

…………..20…

REQUEST FOR REVIEW I/We……………………………,the above named Applicant(s), of address: Physical

address…………….Fax No……Tel. No……..Email ……………, hereby request the Public

Procurement Administrative Review Board to review the whole/part of the above

mentioned decision on the following grounds , namely:-

1.

2.

etc.

By this memorandum, the Applicant requests the Board for an order/orders that: -

1.

2.

etc

SIGNED ……………….(Applicant)

Dated on…………….day of ……………/…20…

FOR OFFICIAL USE ONLY Lodged with the Secretary Public Procurement Administrative Review Board on …………

day of ………....20….………

SIGNED Board Secretary