the construction of brixton social cluster ......the jda’s selection of qualifying tenders will be...

JOHANNESBURG DEVELOPMENT AGENCY (JDA) CONTRACT No.: JDA BSC_P2/CN008B

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JOHANNESBURG DEVELOPMENT AGENCY (JDA)

THE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER – PHASE 2CONTRACT No.: JDA BSC_P2/CN008B

ISSUED BY:

JOHANNESBURG DEVELOPMENT AGENCYThe Bus Factory3 President Street (Helen Joseph Street)NEWTOWN2000

Contact Name: Joy JacobsTelephone: 011 688 7828Email: [email protected]

PREPARED BY:

AECOM263A West StreetCenturion0157

Contact Name: Shireen ThokanTelephone: 012 421 3500Email: [email protected]

NAME OF TENDERER: ......................................................................................................................

CIDB REGISTRATION NUMBER: .....................................................................................................

CSD SUPPLIER NUMBER: ...............................................................................................................

COMPANY REGISTRATION NUMBER: ........................................................................................... .

TAX VERIFICATION PIN: .................................................................................................................. .

This tender close at 12h00 on 17 February 2020 at the offices of the JohannesburgDevelopment Agency “The Bus Factory”, 3 Helen Joseph Street (formerly President Street),Newtown, Johannesburg.

NO LATE SUBMISSIONS WILL BE CONSIDEREDThe Johannesburg Development Agency reserves the right to cancel/ not award this tender.

NB: FOR A TOTAL PRICE INCLUSIVE OF VALUE ADDED TAX, PLEASEREFER TO PART C1 (FORM OF OFFER AND ACCEPTANCE). PAGE 74


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PROCUREMENT DOCUMENT FORBUILDING CONSTRUCTION

JBCC SERIES 2000 Edition 5.0 (JULY 2007)

PLEASE NOTE: TENDERS MUST BE SUBMITTED ON THE TENDERDOCUMENTATION ISSUED. TENDER DOCUMENTATION MUST NOT BEREPRODUCED OR REARRANGED. ANY ADDITIONAL INFORMATIONMUST BE SUBMITTED AS A SEPARATE ATTACHMENT TO THE TENDERDOCUMENT.

ALL PAGES OF THE SUBMISSION INCLUDING ATTACHMENTS MUST BEINITIALED AND NUMBERED.


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TO ALL OUR STAKEHOLDERS

RE: THE CHANNELS OF REPORTING FRAUDULENT AND CORRUPT ACTIVITIES

The City of Johannesburg has a zero-tolerance approach to Fraud, Theft, Corruption, Maladministration,and Collusion by suppliers with employees. To reinforce this commitment, more channels have been added toreport any Fraudulent and Corrupt activities.

Instances of corporate fraud and misconduct remain a constant threat to service delivery. The City ofJohannesburg tool a resolution to adopt strategic interventions aimed at combatting fraud and corruption. TheCity took a decision to centralized the reporting of fraudulent and corrupt activities through the establishment ofan independent fraud hotline which is managed by independent service providers

All people doing business with the Johannesburg Development Agency are encouraged to report any corrupt orillegal practice.

Anyone can report fraudulent and corrupt activities through one of the followingchannels.

· Toll free number…………………………………….0800 002 587

· Toll free Fax…………………………………………0800 007 788

· SMS (charged @ R1.50)………………………….32840

· E-Mail address:……………………………………[email protected]

· Website:…………………………………………….www.tip-off.com

· Free post:…………………………………………..Free Post, KNZ 138, Umhlanga, 4320

LET’S JOIN HANDS TO TAKE UP THE FIGHT AGAINST FRAUD AND CORRUPTION IN OURSOCIETY.


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SUPPLIERS DATABASE REGISTRATION

National Treasury launched the National Central Supplier Database (NCSD) with effect from 1September 2015.

This will enable prospective suppliers to register their companies on the following websitewww.csd.gov.za

Transitional Period (1 September 2015 to 30 June 2016)

1. During the transitional period suppliers are requested to register on the website where all theiressential information such as Tax Clearance Certificates, VAT, Company RegistrationNumbers and CIPC business status will be verified.

2. When conducting business with the JDA, you will be requested to provide us with thefollowing:

· Supplier Number and;· Supplier Registration Security Code so we can print your real-time information;· Banking details with bank Stamp and;· Certified BBBEE Certificate.

Once a supplier has registered on NCSD, it will no longer be a requirement to provide the JDA with anOriginal Tax Clearance Certificate or any other registration documents.

After Transitional Period 1 July 2016

Effective 1 July 2016, the JDA will only award business to suppliers who are registered on NCSD andsuppliers will no longer be required to provide information as stipulated above.

For more information on registration, please:Ms. Kgadi Mphela on 011 688 7851


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NOTES TO TENDERERS:

1. The Tender Document available for download contains the following:- The Full Tender Document including the Bill of Quantities- The returnables- Appendices

2. Submission of tender – The following needs to be submitted in a neatly bound file (each andevery page of the submission, including attachments, must be initialled and numbered bythe tenderer) and in the following order:

- Cover page- All returnables, and- Supporting documentation including the priced Bill of Quantities- Completed priced Bill of Quantities in excel format (on CD)

The above will form part of the Contract document.

The tenderer is to submit the original plus one (1) hard copy of the entire tender submission asdetailed, plus electronic copy of priced BOQ in excel format. The hard copy written BOQ willhowever take precedence over the electronic copy.

PLEASE NOTE: TENDERS MUST BE SUBMITTED ON THE TENDER DOCUMENTATION ISSUED.TENDER DOCUMENTATION MUST NOT BE REPRODUCED OR REARRANGED. ANY

ADDITIONAL INFORMATION MUST BE SUBMITTED AS A SEPARATE ATTACHMENT TO THETENDER DOCUMENT.


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JOHANNESBURG DEVELOPMENT AGENCY

THE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER – PHASE 2

CONTRACT No.: JDA BSC_P2/CN008B

Contents

Number Heading

THE TENDER

Part T1: Tendering Procedures

T1.1 Tender Notice and Invitation to Tender (White)T1.2 Tender Data (Pink)

Part T2: Returnable Documents

T2.1 List of Returnable Schedules and Documents (Yellow)T2.2 Returnable Schedules and Documents (Yellow)

THE CONTRACT

Part C1: Agreement and Contract Data

C1.1 Form of Offer and Acceptance (Yellow)C1.2 Contract Data (Yellow)C1.3 Construction Guarantee (White)C1.4 Occupational Health and Safety Agreement (White)C1.5 Agreement in terms of Section 37 (2) of the Occupational Health

and Safety Act No 85 of 1993 (White)

Part C2: Pricing Data

C2.1 Pricing Instructions (White)C2.2 Bills of Quantities (White)

Part C3: Scope of Work

C3 Scope of Work (Blue)

Part C4: Site Information

C4 Site Information (Green)


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TENDER DOCUMENT CHECKLIST

Tenderers must complete this document checklist to ensure that all information is completed in theTender Document.

ITEMS CHECKEDContractor Project

Manager

1. Correct Tender offer carried forward to the Cover Page and also the Form ofOffer and Acceptance in Part C1.1

2. Tenderer’s signature on the offer3. Bill of Quantities

i Hard copy of BOQ completed in penii Initialled on each pageiii Corrections crossed out and initiallediv Electronic BOQ on CD

4. Returnable Documents and Schedulesi Authority to Sign Tenderii Declaration of Interestiii Record of Addenda to Tender Documentsiv Banking Detailsv Proposed Amendments and Qualifications (if any)vi Certificate of Authority for Joint Venture and Joint Venture Agreement

(if applicable)vii MBD 5: Declaration for Procurement above R10 millionviii MBD 8: Declaration of Bidder’s Past Supply Chain Management

Practicesix MBD 9: Certificate of Independent Bid Determinationx Particulars of all Contracts awarded by an Organ of State during the

last 5 yearsxi Fulfilment of the Construction Regulations

Questionnaire on Tenderer’s Procedures with respect to OHSA andxii Construction Regulationsxiii Business Declaration

xiv A copy of a valid Tax Compliance Status letter. No tender will beawarded to a bidder whose tax matters are not in order with the SouthAfrican Revenue Service (SARS) at the time of award.

xv Declaration on State of Municipal Accounts and copy of currentMunicipal Account in the name of the Tenderer or alternatively in thenames of the Directors/Partners of the tendering entity

xvi Letter of Intent from a Financial Institution to provide a ConstructionGuarantee in accordance with the JBCC form (Refer C1.3)

xvii Proof of CIDB Grading

xviii A valid originally or certified copy of the B-BBEE status levelverification certificate, substantiating the B-BBEE rating or an EMEmust submit a sworn affidavit,


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xix Schedule of Recently Completed Contractsxx Schedule of Current Contractsxxi Schedule of Construction Plant, Equipment and labour

xxii Schedule of Proposed Subcontractorsxxiii Schedule of Proposed Key Personnel

and detailed Curricula Vitae of all KeyPersonnel

xxiv Estimated Monthly Expenditurexxv Methodology Statementxxvi Preliminary Construction Programmexxvii Labour, Plant and Equipment Histogramsxxviii Audited Financial Statements for past 3 years

xxix Bank Rating xxx EME/QSE Plan xxxi COIDA Letter of Good Standing


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PART T1: TENDERING PROCEDUREST1.1:Tender Notice and Invitation to Tender

THE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER – PHASE 2

CONTRACT No: JDA BSC_P2/CN008B

The Johannesburg Development Agency invites Bidders to submit bids for the construction of a newlibrary, public open space and square, coffee shop, parking facilities and associated works includingthe demolition of existing buildings and renovations to a heritage swimming pool complex.

Bidders are to note that some of the work must be executed by emerging Local Contractors.

It is estimated that the bidders should have a CIDB contractor grading designation of a minimum7GB-PE (or higher).

Joint ventures are eligible to submit tenders provided that they satisfy criteria stated in the tenderdata.

Documents may be downloaded from the JDA’s website as follows: www.jda.org.za as well as onwww.etenders.gov.za from 17 January 2020.

SCM Queries relating to procurement matters may be addressed to Yandisa Dinga at tel.: (011) 6887851; or e-mail: [email protected]; and / or Claudia Mahlaule at e-mail: [email protected].

Technical queries or queries relating to the project may be addressed to Ms Joy Jacobs at (011) 6887851; or e-mail: [email protected].

A compulsory Site Clarification Meeting with representatives of the Employer will take place atBrixton Park, entrance from Mercury Street (opposite Brixton Police Station - in parking lot oflibrary), Brixton on Monday, 27 January 2020 at 10h00 to 11h00. GPS Co-ordinates: (-26.193370,27.99414)

The closing time for receipt of tenders is 12h00 on 17 February 2020. Telegraphic, telephonic,telex, facsimile, e-mail and late tenders will not be accepted.

Tenders must only be submitted on the tender documentation that is downloaded from thestipulated websites. The retyping of the tender document is not permitted.

The physical address for the delivery of tender documents is Johannesburg Development Agency,Ground Floor Reception Area, The Bus Factory, 3 Helen Joseph Street (formerly President Street),Newtown 2000

Requirements for sealing, addressing, delivery, opening and assessment of tenders are stated in theTender Data.

The JDA’s selection of qualifying tenders will be at the JDA’s sole discretion and will be final. TheJDA does not bind itself to accept any tender. Correspondence will be entered with the successful


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tenderer.

“WE ENCOURAGE ALL PEOPLE DOING BUSINESS WITH US TO REPORT ANY CORRUPT ORILLEGAL PRACTICE, USING THE ANTI-FRAUD HOTLINE NUMBER: 0800 002 587”


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PART T1: TENDERING PROCEDURES

T1.2 Tender DataThe Conditions of Tender are the Standard Conditions of Tender as contained in Annex F of the CIDBStandard for Uniformity in Construction Procurement, (July 2015) as published in Government GazetteNo 38960, Board Notice 136 of 2015 of 10 July 2015. (See www.cidb.org.za).

The Standard Conditions of Tender make several references to the Tender Data for details that applyspecifically to this tender. The Tender Data shall have precedence in the interpretation of any ambiguityor inconsistency between it and the Standard Conditions of Tender.

Each item of data given below is cross-referenced to the clause in the Standard Conditions of Tender towhich it applies.CLAUSENUMBER

CLAUSEHEADING DATA / WORDING

F.1.1 TheEmployer

Johannesburg Development AgencyP. O. BOX 61877MARSHALLTOWN, 2107

F.1.2 TheTender

PART T1: TENDERING PROCEDUREST1.1 Tender Notice and Invitation to Tender

T1.2 Tender Data

PART T2: RETURNABLE DOCUMENTST2.1 List of Returnable Documents

T2.2 Returnable Schedules

TheContract

PART C1: AGREEMENTS AND CONTRACT DATAC1.1 Form of Offer and AcceptanceC1.2 Contract Data

C1.3 Construction Guarantee

C1.4 Occupational Health and Safety Agreement

PART C2: PRICING DATAC2.1 Pricing Instructions

C2.2 Bill of Quantities

PART C3: SCOPE OF WORKPART C4: SITE INFORMATION

F.1.4 PrincipalAgent

Name: Threshold Project Managers (Pty) LtdAddress: 43 Birchwood Court, Montrose Street, Vorna Valley, 1686Tel: 011 655 7149Fax: 086 767 8609E-mail: [email protected]

F.2.1 Eligibility Only those tenderers who are registered with the CIDB or are capable of being so prior tothe evaluation of submissions, in a contractor grading designation equal to or higher thana contractor grading designation determined in accordance with the sum tendered, areeligible to have their tenders evaluated.


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Joint ventures are eligible to submit tenders provided that:1. every member of the joint venture is registered with the CIDB;2. the lead partner has a contractor grading designation of minimum 7GB-PE (or higher)3. the combined contractor grading designation calculated in accordance with the

Construction Industry Development Regulations is equal to or higher than acontractor grading designation determined in accordance with the sum tendered foran 7GB-PE (or higher).

F.2.1 Eligibility Only those tenderers who have in their employ management and supervisory staffsatisfying the requirements of the scope of work for labour intensive competencies forsupervisory and management staff are eligible to submit tenders.

F.2.7 Clarification Meeting

A compulsory Tender Clarification Meeting with representatives of the Employer will takeplace on site atBrixton Park, entrance from Mercury Street (opposite Brixton Police Station - in parking lot

of library), Brixton on Monday, 27 January at 10h00 to 11h00. GPS Co-ordinates: (-26.193370,27.99414).Tenderers must sign the attendance list in the name of the tendering entity. ADDENDAWILL BE ISSUED TO AND TENDERS WILL BE RECEIVED ONLY FROM THOSETENDERING ENTITIES APPEARING ON THE ATTENDANCE REGISTER.

F.2.12 Alternativetenderoffers

No alternative tender offers will be considered

F.2.13.3 Number ofcopies oftenderoffers tobesubmittedto theEmployer

Parts of each tender offer communicated on paper shall be submitted as an original, plusone (1) copy.

F.2.13.5F.2.15.1

SealingandDelivery oftenderoffers

The Employer’s details and address for delivery of tender offers and identification detailsthat are to be shown on each tender offer package are:Location of tender box: Reception Desk of the Johannesburg Development AgencyPhysical address: The Bus Factory

3 Helen Joseph Street (formerly President Street)NEWTOWNJOHANNESBURG

Identification details: Tender reference

JDA BSC_P2/CN008BTHE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER –

PHASE 2

Closing Date: 17 FEBRUARY 2020Time: 12h00

F.2.13.9 TelephonicTelephonic, telegraphic, telex, facsimile or e-mailed tender offers will NOT be accepted.

F.2.15 Closingtime of

The closing time for submission of tender offers is 12h00 on 17 February 2020.


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tenderoffers

F.2.16 Tenderoffervalidity

The tender offer validity period is 120 days

F.2.20 Letter ofIntent

The tenderer is required to submit with his tender a letter of intent from an approvedfinancial institution undertaking to provide the Construction Guarantee in the formatincluded in Part C1.3 of this procurement document.

F.2.23 Certificates

The tenderer is required to submit with his tender:a) A copy of a valid Tax Compliance Status letter. No tender will be awarded to a

bidder whose tax matters are not in order with the South African Revenue Service(SARS) at the time of award.

b) Tenderers must submit their original and valid B-BBEE status level verificationcertificate or a certified copy thereof, substantiating their B-BBEE rating.Certificates issued by either verification agencies accredited by the South AfricanAccreditation System (SANAS) or by registered auditors approved by theIndependent Regulatory Board for Auditors (IRBA) are acceptable. Copies mustbear an original certification stamp. Failure to submit a B-BBEE status levelcertificate will result in the bidder scoring 0 points for B-BBEE”.

c) An EME must submit a sworn affidavit confirming thefollowing:· Annual Turnover Revenue of R10 million or less; and· Level of Black ownership· Any misrepresentation in terms of the above constitutes a criminal offence as

set out in the B-BBEE Act as amended.d) Documents and Schedules listed in Part T2.

F.3.4 Opening oftendersubmissions

Tenders will be opened immediately after the closing time at 12h00 on 17 February 2020

F.3.11.3 Evaluationof TenderOffers

The procedure for the evaluation of responsive tenders is Method 2 (Price andPreferences) having completed a technical evaluation.The Preference Point System assigns a score to each tenderer based on the tender priceand on the tenderer’s B-BBEE status. These scores are combined to determine an overallscore for the tender. The tenderer with the highest score will be considered foracceptance.

The Preference Point System will be applied as follows.For tenders above R50 million90 points are assigned to priceUp to 10 points are assigned to B-BBEE statusPoints scored will be rounded off to the nearest 2 decimal places.

TechnicalEvaluation

KEY RETURNABLE DOCUMENTS (Total 30 points)TotalPoints

Criteria Description ofcriteria

Points

Key returnabledocuments

EME/QSE Planaddressing the Quality control 5


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30 following 3 items:(i) how qualitywill be controlled,(ii) how thescope of workswill be scheduled(programme),and (iii) how willskills betransferred.

Scheduling 5

Skills transfer 5

Failure toaddress an itemin the EME/QSEplan will result ina zero score forthat item

OHS Planaddressing thefollowing 3 items:(i) a site specifichealth and safetyplan (SSHSP)which outlinesthe precautionsand H&Sconsiderationsfor all trades /activities to beperformed onsite, (ii) a H&Smanagementplan whichincludes a projectspecificorganogram forthe onsite healthand safety teamoutlining theirwrittenappointmentsandresponsibilitiesand (iii) a riskmethodologywhich includes abaseline riskassessment andpolicies to beestablished andmaintained.

SSHSP 5

H&SManagementPlan

5

RiskMethodology 5

Failure toaddress an itemin the OHS planwill result in azero score forthat item

COMPANY PREVIOUS EXPERIENCE (Total 100 points)TotalPoints

Criteria Description ofcriteria

Points

Contactablereferences forbuildingprojects aboveR40mcompleted inthe past five

TotalPoints100

Description ofcriteriaPoints will onlybe allocated forreferencesprovided onForm/s B3 and

5 satisfactoryprojectreferences 100


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years percompletedForm/s B3

3 to 4satisfactoryprojectreferences

which confirmexperience onbuilding projectsof R40m or morecompleted in thepast five years

ONLY fullycompletedForm/s B3which meet theminimumrequirementswill be acceptedas referencesfor previousexperience.If any of therequiredinformationdoes notappear on FormB3, zero pointswill be awarded.

70

1 to 2satisfactoryprojectreferences

30

CAPABILITY OF PROPOSED TEAM (Total 160 points)

TotalPoints

Criteria Description of criteria Points

Experienceof thecontractsmanageridentified inForm B7

30 A minimum of10 years ofexperience as acontractsmanager onbuildingprojects with aminimum valueof R40m

Points will only beallocated for 10years or more ofexperience as acontracts manageron building projectswith a minimumvalue of R40m.

The followinginformation musttherefore beprovided in the CVas evidence of theaboverequirements inorder to obtain thepoints :

1. name anddescription ofproject,

2. value,3. role played,

20


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and4. year (start

and end date)

If any of therequiredinformation doesnot appear in theCV and theminimum criteriaare not met, zeropoints will beawarded.

A builtenvironmentqualification(MinimumBTech)

Certified proof ofqualification mustbe provided inorder to obtain thepoints

10

Experienceof the siteagentidentified inForm B7

50 A minimum of10 years ofexperience as asite agent onbuildingprojects with aminimum valueof R40m

Points will only beallocated for 10years or more ofexperience as asite agent onbuilding projectswith a minimumvalue of R40m.


1. name anddescription ofproject,

2. value,3. role played,

and4. year (start

and end date)


40

A builtenvironment

Certified proof ofthe qualification 10


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qualification(MinimumBTech)

must be providedin order to obtainthe points.

CAPABILITY OF PROPOSED TEAM (Total 160 points)

TotalPoints

Criteria Description of criteria Points

Experienceof thegeneralforemanidentified inForm B7

30 A minimum of 7years ofexperience in asupervisory roleon buildingprojects.

Points will only beallocated for 7years or more ofexperience in asupervisory role onbuilding projects.


1. name anddescription ofproject,2. value,3. role played, and4. year (start andend date)

If any of therequiredinformation doesnot appear in theCV and if theminimum criteriaare not met, zeropoints will beawarded.

30


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Experienceof the CHSofficeridentified inForm B7

30 A minimum of 5yearsexperience as aCHS officer onbuilding projects.

Points will only beallocated for 5years or more ofexperience as aCHS officer onbuilding projects


1. name anddescription ofproject,2. value,3. role played, and4. year (start andend date)

If any of therequiredinformation doesnot appear in theCV and if theminimum criteriaare not met, zeropoints will beawarded.

10

Registration withSACPCMP as aCHS Officer

SACPCMPcertificate must beattached (Expiredcertificates notaccepted) in orderto obtain the points

20


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Experienceof theEME/QSEsupervisoridentified inForm B7

20 A minimum of 5years ofexperience in aconstructionsupervisory roleon buildingprojects.

Points will only beallocated for 5years or more ofexperience in aconstructionsupervisory role onbuilding projects.


1. name of project,2. value,3. role played, and4. year


20

Tenderers will be required to achieve a minimum score of 203points out of a possible 290 points in the technical evaluationin order to be considered further in the evaluation process.

Compliance /DisqualificationCriteria

BIDDERS WILL BE DISQUALIFIED FOR:· FAILURE TO COMPLETE AND SIGN THE OFFER PAGE;· FAILURE TO COMPLETE AND SUBMIT A PRICED BILL OF QUANTITIES IN FULL;· FAILURE TO DULY COMPLETE FORM A3 (WHERE REQUIRED) THAT INCLUDES

FOR ANY ADDENDA THAT MAY HAVE BEEN ISSUED WHERE SUCH ADDENDAHAS A MATERIAL EFFECT ON THE PRICING OF THE TENDER;

· FAILURE TO BE REGISTERED AND ACTIVE WITH CIDB ON THE RELEVANTGRADING;

· FAILURE TO ATTEND THE COMPULSORY SITE BRIEFING SESSION;· COMPLETING TENDER DOCUMENT IN PENCIL;· TENDER OFFERS WILL ONLY BE ACCEPTED IF THE BIDDER HAS NOT FAILED

TO PERFORM ON ANY PREVIOUS CONTRACTS FOR THE JDA AND WHERETHE BIDDER HAS BEEN GIVEN A WRITTEN NOTICE TO THIS EFFECT.

Price andPreference

Having completed a technical evaluation, the procedure for the evaluation of technicallyqualifying tenders is Method 2 (Price and Preferences).The Preference Point System assigns a score to each tenderer based on the tender priceand on the tenderer’s B-BBEE status. These scores are combined to determine an overallscore for the tender. The tenderer with the highest score will be considered foracceptance.The Preference Point System will be applied as follows:For tenders above R50 million90 points are assigned to price


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Up to 10 points are assigned to B-BBEE statusPoints scored will be rounded off to the nearest 2 decimal places.

FORMULA FOR SCORING TENDER PRICEThe following formula will be used to calculate the points for price.Ps = X [1 – (Pt – Pmin)] PminWherePs = Points scored for comparative price of tender under considerationPt = Comparative price of tender under considerationPmin = Comparative price of lowest acceptable tenderX = Points assigned to price

POINTS AWARDED FOR B-BBEE STATUS LEVELThe points allocated to a tenderer will be in accordance with the PreferentialProcurement Regulations 2017 published in Government Gazette No. 40553 dated20 January 2017.

The following table is applicable.

B-BBEE Status LevelOf Contributor

Number of PointsTenders above R50

million1 102 93 64 55 46 37 28 1

Non-Compliantcontributor 0

Notes:1. “B-BBEE status level of contributor” means the B-BBEE status received by a

measured entity based on its overall performance using the relevant scorecardcontained in the Codes of Good Practice on Black Economic Empowerment, issuedin terms of section 9(1) of the Broad-Based Black Economic Empowerment Act (ActNo.53 of 2003).

2. Tenderers must submit their original and valid B-BBEE status level verificationcertificate or a certified copy thereof, substantiating their B-BBEE rating. Certificatesissued by either verification agencies accredited by the South African AccreditationSystem (SANAS) or by registered auditors approved by the Independent RegulatoryBoard for Auditors (IRBA) are acceptable. Copies must bear an original certificationstamp. Failure to submit a B-BBEE status level certificate will result in the bidderscoring 0 points for B-BBEE”.

3. An EME must submit a sworn affidavit confirming thefollowing:· Annual Turnover Revenue of R10 million or less; and· Level of Black ownership· Any misrepresentation in terms of the aboveconstitutes a criminal offence as set out in the B-BBEE Act as amended.Bidders with annual total revenue of R5 million or less qualify as Exempted and mustsubmit a certificate issued by a registered auditor, accounting officer or an accreditedverification agency.The submission of such certificates must comply with the requirements of instructionsand guidelines issued by the National Treasury and be in accordance with noticespublished by the Department of Trade and Industry in the Government Gazette.

4. A trust, consortium or joint venture will qualify for points for their B-BBEE status levelas a legal entity, provided that the entity submits their B-BBEE status level certificate.

5. A trust, consortium or joint venture will qualify for points for their B-BBEE status level


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as an unincorporated entity, provided that the entity submits their consolidated B-BBEE scorecard as if they were a group structure and that such a consolidated B-BBEE scorecard is prepared for every separate tender.

6. A person will not be awarded points for B-BBEE status level if it is indicated in thetender documents that such a tenderer intends sub-contracting more than 25% of thevalue of the contract to any other enterprise that does not qualify for at least thepoints that such a tenderer qualifies for.

7. A person awarded a contract will not be permitted to sub-contract more than 25% ofthe value of the contract to any other enterprise that does not have an equal orhigher B-BBEE status level than the person concerned.

TOTAL PREFERENCE POINTSThe total preference points for a tender are calculated with the formulaPP = Ps + Pbee wherePP is the total number of preference points scored by the tendererPs is the points scored for the comparative price of the tenderer, andPbee is the number of points awarded to the tenderer based on his certified B-BBEE statuslevel

RiskTolerance

RISK TOLERANCE FRAMEWORKThe JDA has adopted a Risk Tolerance Framework (RTF) which enjoins the JDA toconsider its risk exposure to contractors/Service Providers in terms of the number ofcontracts awarded to a single Contractor/service provider or the total value of contractsawarded to a single contractor/service provider in a particular year.In terms of the Risk Tolerance Framework, the JDA determine the risk exposure asexcessive in instances where the value of the contracts is:1) The greater of R80 million or four contracts/ projects in the current financialyear or2) The greater of R120 million or six contracts/projects over two financial years(current year and previous financial year).A risk analysis shall be undertaken on the bidder with the highest number of pointsobtained, to determine whether the tenderer does not exceed the JDA’s risk frameworkcriteria as stated above, in other words whether it falls within the ambit of the RiskTolerance Framework as acceptable.JDA reserves the right to award a contract to a bidder who has exceeded the threshold asstated above.Shortlisted bidders may be requested to attend interviews should there be any need forclarity.Unsuccessful bidders will have the opportunity to query the award or decision within 14days from the day of notification.Bidders are to note that JDA does not bind itself to accept the lowest priced bid.

Conditionsof contractaward

Contracts will only be awarded if:a) A copy of a valid Tax Compliance Status letter. No tender will be awarded to a bidder

whose tax matters are not in order with the South African Revenue Service (SARS)at the time of award.

b) the tenderer submits a letter of intent from an approved financial institutionundertaking to provide the Construction Guarantee in the format included in PartC1.3 of this procurement document;

c) the tenderer is registered with the Construction Industry Development Board in anappropriate contractor grading designation;

d) the tenderer or any of its directors/shareholders is not listed on the Register ofTender Defaulters in terms of the Prevention and Combating of Corrupt Activities Actof 2004 as a person prohibited from doing business with the public sector;

e) the tenderer has not:i) abused the Employer’s Supply Chain Management System; orii) failed to perform on any previous contract and has been given a written notice to

this effect;f) the tenderer has completed the Declaration of Interest and there are no conflicts of

interest which may impact on the tenderer’s ability to perform the contract in the bestinterests of the employer or potentially compromise the tender process.

g) the tenderer is registered and in good standing with the compensation fund or with alicensed compensation insurer;

h) the employer is reasonably satisfied that the tenderer has in terms of theConstruction Regulations, 2014, issued in terms of the Occupational Health andSafety Act, 1993, the necessary competencies and resources to carry out the work


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safely.i) The tendering entity or the directors/partners of the tendering entity are in good

standing with the local authority/municipality.j) No tender will be awarded to a bidder not registered on the National Treasury Central

Supplier Database (CSD)k) OHS officer must be registered with SACPCMP at the time of awardl) No tender will be awarded to a bidder who does not have a valid COIDA Letter of

Good Standing

F.3.18Number ofPaperCopies

The number of paper copies of the signed contract to be provided by the employer is 1(one).


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PART T2: RETURNABLE DOCUMENTS

T2.1 LIST OF RETURNABLE DOCUMENTS

T2.1.1 Returnable Schedules requiredThe tenderer must complete the following returnable schedules

Form A1: Authority to sign TenderForm A2: Declaration of InterestForm A3: Record of Addenda to Tender DocumentsForm A4: Banking DetailsForm A5: Proposed Amendments and Qualifications (if any)Form A6: Certificate of Authority for Joint Venture and Joint Venture Agreement (if

applicable)Form A7: MBD9 Certificate of Independent Bid DeterminationForm A8: Particulars of any contracts awarded by an organ of state during the last 5

yearsForm A9: Fulfilment of the Construction RegulationsForm A10: Questionnaire on tenderer’s procedures with respect to OHSA and

Construction RegulationsForm A11: Business DeclarationForm A12: A copy of a valid Tax Compliance Status letterForm A13: Declaration on State of Municipal Accounts and copy of current Municipal

Account in the name of the Tenderer or alternatively in the names of theDirectors/Partners of the tendering entity

Form A14: Letter of Intent from a Financial Institution to provide a ConstructionGuarantee in accordance with the JBCC pro-forma for a project up to 10% ofthe tender amount (refer C1.3)

Form A15: MBD5 Declaration for Procurement above R10 million (Vat Included)Form A16: MBD8 Declaration of Bidders Past Supply Chain Management PracticesForm B1: Proof of CIDB GradingForm B2: A valid originally or certified copy of the B-BBEE status level verification

certificate, substantiating the B-BBEE rating or an EME must submit a swornaffidavit

Form B3: Proof of Previous ExperienceForm B4: Schedule of Current ContractsForm B5: Schedule of Construction Plant, Equipment and LabourForm B6: Schedule of Proposed SubcontractorsForm B7: Schedule of Proposed Key Personnel and detailed CV’s of all key personnelForm B8: Estimated Monthly ExpenditureForm B9: Methodology StatementForm B10: Preliminary Construction ProgrammeForm B11: Labour, Plant and Equipment HistogramsForm B12: Audited Financial Statements for past 3yearsForm B13: Bank RatingForm B14: EME/QSE PlanForm B15: COIDA Letter of Good Standing


JDA JBCC25

Form B16: Bills of Quantities

T2.1.2 Returnable Documents and Schedules required for tender evaluation purposes

• Form of Offer and Acceptance• Priced Bill of Quantities• Form A3: Record of Addenda to Tender Documents (if applicable)• Form A14: Letter of Intent from a Financial Institution to provide a Construction

Guarantee in accordance with the JBCC pro-forma for a project value equivalentto a CIDB 8 grading (refer C1.3)

• Form B2: A valid originally or certified copy of the B-BBEE status levelverification certificate, substantiating the B-BBEE rating or an EME must submit asworn affidavit

• Form B3: Proof of Previous Experience• Form B7: Schedule of Proposed Key Personnel and detailed CV’s of all key

personnel• Form B14: EME/QSE Plan• Form B15: COIDA Letter of Good Standing

T2.1.3 Documents that will be incorporated into the contract document

· Form of Offer and Acceptance· Contract Data· Pricing Instructions· Priced Bills of Quantities· Occupational Health and Safety Agreement (C1.4)· Agreement in terms of Section 37(2) of the Occupational Health and Safety Act

No 85 of 1993 (C1.5)· Approved construction programme· Specifications· Scope of works· Site Information· Approved schedule of subcontractors· Approved schedule of key personnel with CV’s· Approved monthly expenditure· Approved Occupational Health and Safety (OHS) Plan· Approved EME/QSE Plan· COIDA Letter of Good Standing

T2.1.4 The preferred bidder will be required to submit the following documents, forapproval by the JDA and its agents, prior to award of the Tender:

· Schedule of proposed sub-contractors· Estimated monthly expenditure· Methodology statement· Detailed construction programme· Labour, plant and equipment histograms· A project specific OHS plan· All relevant Construction guarantees and insurances· EME/QSE Plan


JDA JBCC26

T2.2 RETURNABLE SCHEDULES AND DOCUMENTS

T2.2.1 Returnable Schedules required for tender evaluation purposes

Form A1: Authority to sign TenderForm A2: Declaration of InterestForm A3: Record of Addenda to Tender DocumentsForm A4: Banking DetailsForm A5: Proposed Amendments and Qualifications (if any)Form A6: Certificate of Authority for Joint Venture and Joint Venture Agreement (if

applicable)Form A7: MBD9 Certificate of Independent Bid DeterminationForm A8: Particulars of any contracts awarded by an organ of state during the last

5 yearsForm A9: Fulfilment of the Construction RegulationsForm A10: Questionnaire on tenderer’s procedures with respect to OHSA and

Construction RegulationsForm A11: Business DeclarationForm A12: A copy of a valid Tax Clearance Certificate and/or Tax Pin Number.Form A13: Declaration on State of Municipal Accounts and copy of current

Municipal Account in the name of the Tenderer or alternatively in thenames of the Directors/Partners of the tendering entity

Form A14: Letter of Intent from a Financial Institution to provide a ConstructionGuarantee in accordance with the JBCC pro-forma (refer C1.3)

Form A15: MBD5 Declaration for Procurement above R10 million (Vat Included)Form A16: MBD8 Declaration of Bidders Past Supply Chain Management PracticesForm B1: Proof of CIDB GradingForm B2: A valid originally certified copy of the B-BBEE status level verification

certificate, substantiating the B-BBEE rating or An EME must submit asworn affidavit

Form B3: Proof of Previous ExperienceForm B4: Schedule of Current ContractsForm B5: Schedule of Construction Plant, Equipment and LabourForm B6: Schedule of Proposed SubcontractorsForm B7: Schedule of Proposed Key Personnel and detailed CV’s of all key

personnelForm B8: Estimated Monthly ExpenditureForm B9: Methodology StatementForm B10: Preliminary Construction ProgrammeForm B11: Labour, Plant and Equipment HistogramsForm B12: Audited Financial Statements for past 3 yearsForm B13: Bank RatingForm B14: EME/QSE PlanForm B15: COIDA Letter of Good StandingForm B16: Bills of Quantities


JDA JBCC27

FORM A1: AUTHORITY TO SIGN TENDER

Notes to tenderer:

1. The signatory for the tenderer shall confirm his/her authority thereto by attaching on thetendering company’s letterhead a duly signed and dated copy of the relevant resolution of theboard of directors/partners.

2. In the event that the tenderer is a joint venture, a certificate is required from each member ofthe joint venture clearly setting out:

- authority for signatory,- undertaking to formally enter into a joint venture contract should an award be made to

the joint venture,- name of designated lead member of the intended joint venture, as required by tender

condition F.2.13.4.

.................................................................... ...........................................................SIGNATURE DATE(of person authorised to sign on behalf of the Tenderer)


JDA JBCC28

FORM A2: DECLARATION OF INTEREST

1. No bid will be accepted from persons in the service of the state¹.

2. Any person, having a kinship with persons in the service of the state, including a bloodrelationship, may make an offer or offers in terms of this invitation to bid. In view of possibleallegations of favouritism, should the resulting bid, or part thereof, be awarded to personsconnected with or related to persons in service of the state, it is required that the bidder ortheir authorised representative declare their position in relation to the evaluating/adjudicatingauthority.

3. In order to give effect to the above, the following questionnaire must be completed andsubmitted with the bid.

3.1 Full Name of bidder or his or her representative: ………………………………….……….

3.2 Identity Number: …………………………………………………………………………. …..….

3.3 Position occupied in the Company (director, trustee, shareholder): …………………. …..

3.4 Company Registration Number: ……………………………………………………….……….

3.5 Tax Reference Number:…………………………………………………………………

3.6 VAT Registration Number: ...……………………………………………………………………

3.7 The names of all directors / trustees / shareholders / members, their individual identity

numbers and state employee numbers must be indicated in paragraph 4 below.

3.8 Are you presently in the service of the state? YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

3.9 Have you been in the service of the state for the past twelve months? YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

3.10 Do you have any relationship (family, friend, other) with persons in the

service of the state and who may be involved with the evaluation and or

adjudication of this bid? YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

3.11 Are you, aware of any relationship (family, friend, other) between any other

bidder and any persons in the service of the state who may be involved

with the evaluation and or adjudication of this bid? YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

3.12 Are any of the company’s directors, trustees, managers, principle shareholders or

stakeholders in service of the state? YES / NOIf yes, furnish particulars.….……………………………….……………………………............


JDA JBCC29

……………………………………………...........……………………………..................…….

3.13 Are any spouse, child or parent of the company’s directors, trustees,

managers, principle shareholders or stakeholders in service of the state? YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

3.14 Do you or any of the directors, trustees, managers, principle shareholders,

or stakeholders of this company have any interest in any other related

companies or business whether or not they are bidding for this contract. YES / NOIf yes, furnish particulars.….……………………………….……………………………............

……………………………………………...........……………………………..................…….

4. Full details of directors / trustees / members / shareholders.

FULL NAME IDENTITY NUMBER STATE EMPLOYEENUMBER

CERTIFICATION

I, THE UNDERSIGNED (FULL NAME) ………………………………………………………...……………………CERTIFY THAT THE INFORMATION FURNISHED ON THIS DECLARATION FORM IS TRUE ANDCORRECT.I ACCEPT THAT, IN ADDITION TO CANCELLATION OF A CONTRACT, ACTION MAY BE TAKENAGAINST ME SHOULD THIS DECLARATION PROVE TO BE FALSE.

…………………………………………………….. ……………………………………………………Signature Position

……………………………………………………. ………………………………….Name of Bidder Date* MSCM Regulations: “in the service of the state” means to be –

(a) a member of –(i) any municipal council;(ii) any provincial legislature; or(iii) the national Assembly or the national Council of provinces;

(b) a member of the board of directors of any municipal entity;(c) an official of any municipality or municipal entity;(d) an employee of any national or provincial department, national or provincial public entity or constitutional institution within the meaning of the

Public Finance Management Act, 1999 (Act No.1 of 1999);(e) a member of the accounting authority of any national or provincial public entity; or(f) an employee of Parliament or a provincial legislature.


JDA JBCC30

** “Stakeholder’ means a person who owns shares in the company and is actively involved in the management of the company or business andexercises control over the company.


JDA JBCC31

FORM A3: RECORD OF ADDENDA TO TENDER DOCUMENTS

We confirm that the following communications received from the Employer’s Representative beforethe submission of this tender offer, amending the tender documents, have been taken into accountin this tender offer:

DATE TITLE OR DETAILS

1

2

3

4

5

6

7

8

9

10

………………………………….. ……………………………………..........................Signature Date (of person authorised to sign on behalf of the Tenderer)


JDA JBCC32

FORM A4: BANKING DETAILS

I/We hereby authorise the Employer to approach the following bank for the purposes of obtaining afinancial reference:

DESCRIPTION OFBANK DETAIL

BANK DETAILS APPLICABLE TOTENDERER’S HEAD OFFICE

Name of Bank

Branch Name

Branch Code

Street Address

Postal Address

Name of Manager

Telephone Number

Fax Number

Account Number



JDA JBCC33

FORM A5: PROPOSED AMENDMENTS AND QUALIFICATIONS (IF ANY)

Proposed amendments and qualificationsThe Tenderer should record any deviations or qualifications he may wish to make to the tenderdocuments in this Returnable Schedule. Alternatively, a tenderer may state such deviations andqualifications in a covering letter to his tender and reference such letter in this schedule.

The Tenderer’s attention is drawn to clause F.3.8 of the Standard Conditions of Tender referenced inthe Tender Data regarding the employer’s handling of material deviations and qualifications.

PAGE CLAUSE ORITEM PROPOSAL

.................................................................... ...........................................................SIGNATURE DATE (of person authorised to sign on behalf of the Tenderer)


JDA JBCC34

FORM A6: CERTIFICATE OF AUTHORITY FOR JOINT VENTURE (IF APPLICABLE)

This Returnable Schedule is to be completed by joint ventures.

We, the undersigned, are submitting this tender offer in Joint Venture and hereby authorise Mr/Ms .......................................................................................,

authorised signatory of the company ......................................................................................................................, acting in the capacity of lead partner, to

sign all documents in connection with the tender offer and any contract resulting from it on our behalf.

NAME OF FIRM PERCENTAGEPARTICIPATION ADDRESS DULY AUTHORISED SIGNATORY

Lead Partner Signature:

Name:

CIDB registration no: ........................................... Designation:

Partner Signature:

Name:

CIDB registration no: ........................................... Designation:

Partner Signature:

Name:

CIDB registration no: ............................................ Designation:



JDA JBCC35

FORM A7: CERTIFICATE OF INDEPENDENT BID DETERMINATION

I, the undersigned, in submitting the accompanying bid:

________________________________________________________________________(Bid Number and Description)

in response to the invitation for the bid made by:

JOHANNESBURG DEVELOPMENT AGENCY

do hereby make the following statements that I certify to be true and complete in every respect:

I certify, on behalf of: _________________________________________________________that:

(Name of Bidder)

1. I have read and I understand the contents of this Certificate;

2. I understand that the accompanying bid will be disqualified if this Certificate is found not tobe true and complete in every respect;

3. I am authorized by the bidder to sign this Certificate, and to submit the accompanying bid, onbehalf of the bidder;

4. Each person whose signature appears on the accompanying bid has been authorized by thebidder to determine the terms of, and to sign, the bid, on behalf of the bidder;

5. For the purposes of this Certificate and the accompanying bid, I understand that the word“competitor” shall include any individual or organization, other than the bidder, whether or notaffiliated with the bidder, who:(a) has been requested to submit a bid in response to this bid invitation;

(b) could potentially submit a bid in response to this bid invitation, based on theirqualifications, abilities or experience; and

6. The bidder has arrived at the accompanying bid independently from, and without consultation,communication, agreement or arrangement with any competitor. However, communicationbetween partners in a joint venture or consortium³ will not be construed as collusive bidding.

7. In particular, without limiting the generality of paragraphs 6 above, there has been noconsultation, communication, agreement or arrangement with any competitor regarding:

(a) prices;(b) geographical area where product or service will be rendered (market allocation)

(c) methods, factors or formulas used to calculate prices;

(d) the intention or decision to submit or not to submit, a bid;

(e) the submission of a bid which does not meet the specifications and conditions of thebid; or


JDA JBCC36

(f) bidding with the intention not to win the bid.

9. The terms of the accompanying bid have not been, and will not be, disclosed by the bidder,directly or indirectly, to any competitor, prior to the date and time of the official bid opening orof the awarding of the contract.

10. I am aware that, in addition and without prejudice to any other remedy provided to combatany restrictive practices related to bids and contracts, bids that are suspicious will be reportedto the Competition Commission for investigation and possible imposition of administrativepenalties in terms of section 59 of the Competition Act No. 89 of 1998 and or may be reportedto the National Prosecuting Authority (NPA) for criminal investigation and or may be restrictedfrom conducting business with the public sector for a period not exceeding ten (10) years interms of the Prevention and Combating of Corrupt Activities Act No. 12 of 2004 or any otherapplicable legislation.

………………………………………………… ………………………………….………………

Signature Date

…………………………………………………. …………………………………………..…………

Position Name of Bidder

8. In addition, there have been no consultations, communications, agreements or arrangementswith any competitor regarding the quality, quantity, specifications and conditions or deliveryparticulars of the products or services to which this bid invitation relates.


JDA JBCC37

FORM A8: PARTICULARS OF ALL CONTRACTS AWARDED BY AN ORGAN OF STATE DURING THE LAST 5 YEARS(In the event of insufficient space, kindly attach documentation)

EMPLOYER CONSULTING ENGINEER NATURE OF WORK VALUE OFWORK YEAR OF COMPLETION

FORM A8 (Continued)


Organ of State means-a) a national or provincial department:b) a municipality;c) a constitutional institution defined in the Public Finance Management Act, 1999 (Act No. 1 of 1999);d) Parliament;e) a provincial legislature;f) any other institution or category of institutions included in the definition of “organ of state” in section 239 of the Constitution and

recognised by the Minister by notice in the Government Gazette as an institution or category of institutions to which this Act applies;


JDA JBCC38

FORM A9: FULFILMENT OF THE CONSTRUCTION REGULATIONS, 2014

In terms of regulation 5 of the Construction Regulations, 2014 (hereinafter referred to as theRegulations), promulgated on 7 February 2014 in terms of Section 43 of the Occupational Healthand Safety Act, 1993 (Act No 85 of 1993) prior to appointing a Contractor in accordance withCR5(1)(k), the Employer must:

· CR5(1)(g) Ensure that potential Principal Contractors submitting tenders have madeadequate provision for the cost of health and safety measures and;

· CR5(1)(g) Ensure that the Principal Contractor to be appointed has the necessarycompetencies and resources to carry out construction safely

The Employer shall not appoint a contractor to perform construction work unless the Contractor cansatisfy the Employer that his/her firm has the necessary competencies and resources to carry outthe work safely and has allowed adequately in his/her tender for the due fulfilment of all theapplicable requirements of the Act and the Regulations.

1. I confirm that I am fully conversant with the Regulations and that my company has (or willacquire/procure) the necessary competencies and resources to timeously, safely andsuccessfully comply with all of the requirements of the Regulations.

2. Proposed approach to achieve compliance with the Regulations

Own resources, competent in terms of the Regulations (refer to 3 below)

Own resources, still to be hired and/or trained (until competency is achieved)

Specialist subcontract resources (competent) - specify: .................................................................................................................... .............................................................................................................................. .............................................................................................................................. ..............................................................................................................................

3. Provide details of proposed key persons, competent in terms of the Regulations, who will formpart of the Contract team as specified in the Regulations (CVs to be attached):.........................................................................................................................................................

.........................................................................................................................................................

.........................................................................................................................................................

......................................................................................................................................................

YES

NO

(Tick)

(Tick)


JDA JBCC39

4. Provide details of proposed training (if any) that will be undergone:.........................................................................................................................................................

.........................................................................................................................................................

.........................................................................................................................................................

.......................................................................................................................................................

5. Potential key risks identified and measures for addressing risks:.......................................................................................................................................................

.......................................................................................................................................................

.......................................................................................................................................................

.....................................................................................................................................................

6. I have fully included in my tendered rates and prices (in the appropriate payment itemsprovided in the Schedule of Quantities) for all resources, actions, training and any other costsrequired for the due fulfilment of the Regulations for the duration of the construction anddefects repair period.


YES

NO

(Tick)


JDA JBCC40

FORM A10: QUESTIONNAIRE ON TENDERER’S PROCEDURES WITH RESPECT TOTHE OCCUPATIONAL HEALTH AND SAFETY ACT (OHACT) ANDCONSTRUCTION REGULATIONS.

1. Name of the employee to be appointed as Construction Manager [Construction Regulation 8(1)]..........................................................................................................................................

2. Name of the employee to be appointed as Construction Supervisor [Construction Regulation 8(7)]..........................................................................................................................................

3. Names of the competent employees to assist the Construction Supervisor [Construction Regulation8 (8)] ........................................................................................................................

4. Name of the person to be appointed to conduct base line and ongoing risk assessments[Construction Regulation 9 (1)]................................................................................................

5. Name of competent person to be appointed as occupational health and safety officer [ConstructionRegulation 8 (6)] ..................................................................................................

6 Will the employees to be appointed on the project be in possession of proof of health and safetyinduction training that will address the project specific risks and exposures [Construction Regulation9 (1) (a)]? Yes / No.

If no, what are the tenderer’s proposals for such training? ....................................................................

7. Are the tenderer’s tools, plant and equipment tested and inspected regularly i.e. daily for vehiclesand equipment and at least weekly for other tools and hand tools in terms of safety compliance? Yes/No

If no, what are the tenderer’s proposals for such testing? .....................................................................

8 Will a dedicated supervisor be designated to manage the process to test and inspect all tools, plantand equipment? Yes/No

If no, what are the tenderer’s proposals for such designation?

9. What other measures will the tenderer take to comply with the OHSACT and the ConstructionRegulations? Yes/No

If no, what are the tenderer’s proposals to comply with this requirement? .............................................................................................................................................................

10. Is the tenderer registered and in good standing with the Compensation Commissioner or dulyapproved compensation insurer? Yes/No

................................................................ ...........................................................SIGNATURE DATE(of person authorised to sign on behalf of the Tenderer)


JDA JBCC41

FORM A11: BUSINESS DECLARATION

Tender/RFP Number :

Tender/RFP Description :Name of Company :

Postal Address :

Physical Address :

Telephone :

Fax :

Contact Person :

Cell Phone Number :E-Mail Address :

Company/enterprise Income

Tax Reference Number **:

(Insert personal income tax number if a one-person business and personal income tax numbers of all

partners if a partnership)

VAT Registration Number:

Company Registration Number:

1. Type of Firm

q Partnership

q One-person business/sole trader

q Close corporation

q Public company

q Private company

(Tick One Box)

2. Principal Business Activities

………………………………….……………………………………….……………………….......…..

………………………………………………………………………………………………….......……

3. Total number of years the firm has been in business: …………..........…..………..........……

4. Detail all trade associations/professional bodies in which you have membership.…………………………………………...………………………………………………………….......………………………………….……………………………………….…………………….....……..

5. Did the firm exist under a previous name?q Yesq No(Tick one box)

If yes, what was its previous name.……………………..………..........………………………….

6. How many permanent staff members are employed by the firm?

Full Time: ……………………..


JDA JBCC42

Part Time: …………………….

7. What is the enterprise’s latest annual turnover (excl. VAT): R…………….....................………..

8. List the personnel or firms who provide the following services:

SERVICE NAME CONTACT PERSON TELEPHONE

ACCOUNTING

LEGAL

AUDITING

BANKING

INSURANCE

BANK DETAILS

I/We hereby request and authorize you to pay any amounts which may accrue to me/us to the credit ofmy/our account with the mentioned bank.

I/We understand that the credit transfers hereby authorized will be processed by computer through a systemknown as the “ACB Electronic Fund Transfer Service” and

I/We also understand that no additional advice of payment will be provided by my/our bank, but details ofeach payment will be printed on my/our bank statement or any accompanying voucher.

This authority may be cancelled by me/us giving 30 days’ notice in writing.

BANK :

BRANCH :

BRANCH CODE :

ACCOUNT NUMBER :

ACCOUNT HOLDER :

TYPE OF ACCOUNT :

PLEASE INCLUDE ORIGINAL SIGNED AND STAMPED LETTER FROM THE BANK CONFIRMING THECOMPANY’S BANKING DETAILS, PHOTOSTAT COPIES AND LETTERS BEARING ELECTRONICSIGNATURES WILL NOT BE ACCEPTABLE.

The undersigned, who warrants that he/she is duly authorised to do so on behalf of the company,affirms that the information furnished in response to this request for proposal is true and correct:

SIGNATURE : ………………………………………………………………………...…


JDA JBCC43

NAME IN FULL : ……………………………………………………………………..…….

CAPACITY : ……………………………………………………………..………….…

DULY AUTHORIZED TO SIGN ON BEHALF OF: ………………………………………….......

DATE : …………………………………………………………………...………


JDA JBCC44

FORM A12: A COPY OF A VALID TAX COMPLIANCE STATUS LETTER

The tenderer shall include as an attachment to their submission a copy of a valid Tax ComplianceStatus letter, which shall be obtained by the tenderer from the South African Revenue Service(SARS).

In the event of a joint venture each member shall comply with the above requirement.

................................................................ ...........................................................SIGNATURE DATE(of person authorised to sign on behalf of the Tenderer)


JDA JBCC45

FORM A13: DECLARATION ON STATE OF MUNICIPAL ACCOUNTS

A Any bid will be rejected if:Any municipal rates and taxes or municipal service charges owed by the bidder or any of thedirectors to the municipality or a municipal entity, or to any other municipality or municipalentity, are in arrears for more than three months.

B Bid Information

i. Name of bidder: ……………………………………………………………………………………..….

ii. Registration Number: …………………………………………………………………………….……

iii. Municipality where business is situated ……………………………………………………….….…

iv. Municipal account number for rates: ……………………………………………………………..….

v. Municipal account number for water and electricity: ………………………………………….……

vi. Names of all directors, their ID numbers and municipal account number.

1. ……………………………………………………………………………………….…………

2. ………………………………………………………………………………………………….

3. ………………………………………………………………………………………………….

4. ………………………………………………………………………………………………….

5. ………………………………………………………………………………………………….

6. ………………………………………………………………………………………………….

7. ………………………………………………………………………………………………….

C Documents to be attached.

i. A copy of municipal account mentioned in B (iv) & (v) (Not older than 3 months)ii. A copy of municipal accounts of all directors mentioned in B(vi) (Not older than 3

months)iii. Proof of directors

I/We declare that the abovementioned information is true and correct and that the following

documents are attached to this form:…………………………………………………………………

……………………………………………………………………………………………………………..


JDA JBCC46

D Any bid will be rejected if:Any municipal rates and taxes or municipal service charges owed by the bidder or any of thedirectors to the municipality or a municipal entity, or to any other municipality or municipalentity, are in arrears for more than three months.

E Bid Information

i. Name of bidder: ……………………………………………………………………………………..….

ii. Registration Number: …………………………………………………………………………….……

iii. Municipality where business is situated ……………………………………………………….….…

iv. Municipal account number for rates: ……………………………………………………………..….

v. Municipal account number for water and electricity: ………………………………………….……

vi. Names of all directors, their ID numbers and municipal account number.

1. ……………………………………………………………………………………….…………

2. ………………………………………………………………………………………………….

3. ………………………………………………………………………………………………….

4. ………………………………………………………………………………………………….

5. ………………………………………………………………………………………………….

6. ………………………………………………………………………………………………….

7. ………………………………………………………………………………………………….

F Documents to be attached.

iv. A copy of municipal account mentioned in B (iv) & (v) (Not older than 3 months)v. A copy of municipal accounts of all directors mentioned in B(vi) (Not older than 3 months)vi. Proof of directors

I/We declare that the abovementioned information is true and correct and that the following

documents are attached to this form: …………………………………………………………………

………………………………………………………………………………………………………………..


JDA JBCC47

The tenderer shall include as an attachment to their submission a copy of the current MunicipalAccount in the name of the Tenderer or alternatively in the names of the Directors/Partners of thetendering entity.


............................................................... ...........................................................SIGNATURE DATE(of person authorised to sign on behalf of the Tenderer)


JDA JBCC48

FORM A14: LETTER OF INTENT

The tenderer shall include as an attachment to their submission a Letter of Intent from a FinancialInstitution to provide a Construction Guarantee in accordance with the JBCC pro-forma for aproject up to 10% of the tendered amount including VAT (refer C1.3).

............................................................... ...........................................................SIGNATURE DATE(of person authorised to sign on behalf of the Tenderer)


JDA JBCC49

FORM A15: DECLARATION FOR PROCUREMENT ABOVE R10 MILLIONMBD 5

DECLARATION FOR PROCUREMENT ABOVE R10 MILLION (VAT INCLUDED)

For all procurement expected to exceed R10 million (VAT included), bidders mustcomplete the following questionnaire:

1 Are you by law required to prepare annual financialstatements for auditing?

1.1 If yes, submit audited annual financial statements for thepast three years or since the date of establishment ifestablished during the past three years.

………………………………………………………………YES / NO

………………………………………………………………

2 Do you have any outstanding undisputed commitments formunicipal services towards a municipality or any otherservice provider in respect of which payment is overdue formore than 30 days?

YES / NO

2.1 If no, this serves to certify that the bidder has noundisputed commitments for municipal services towards amunicipality or other service provider in respect of whichpayment is overdue for more than 30 days.

2.2 If yes, provide particulars.

………………………………………………………………

……………………………………………………………….

……………………………………………………………….

……………………………………………………………..

3. Has any contract been awarded to you by an organ of thestate during the past five years, including particulars ofany material non-compliance or dispute concerning theexecution of such contract?

YES / NO


JDA JBCC50

3.1 If yes, furnish particulars

……………………………………………………………….

……………………………………………………

4. Will any portion of goods or services be sourced from outside the Republic, and, if so,what portion and whether any portionof payment from the municipality / municipal entity is expected to betransferred out of the Republic?

YES / NO

4.1 If yes, furnish particulars

……………………………………………………..

……………………………………………………..

CERTIFICATION

I, THE UNDERSIGNED (NAME) ………………………………………………………………………

CERTIFY THAT THE INFORMATION FURNISHED ON THIS DECLARATION FORM IS CORRECT.

I ACCEPT THAT THE STATE MAY ACT AGAINST ME SHOULD THIS DECLARATION PROVE TO BE

FALSE.

………………………………….. ……………………………………..

Signature Date

…………………………………. …………………………………………………………………………….Position Name of Bidder


JDA JBCC51

FORM A16: DECLARATION OF BIDDER’S PAST SUPPLY CHAIN MANAGEMENTPRACTICESMBD 8

1 DECLARATION OF BIDDER’S PAST SUPPLY CHAIN MANAGEMENT PRACTICES1 This Municipal Bidding Document must form part of all bids invited.

2 It serves as a declaration to be used by municipalities and municipal entities in ensuringthat when goods and services are being procured, all reasonable steps are taken tocombat the abuse of the supply chain management system.

3 The bid of any bidder may be rejected if that bidder, or any of its directors have:

a. abused the municipality’s / municipal entity’s supply chain management system orcommitted any improper conduct in relation to such system;

b. been convicted for fraud or corruption during the past five years;c. willfully neglected, reneged on or failed to comply with any government, municipal

or other public-sector contract during the past five years; ord. been listed in the Register for Tender Defaulters in terms of section 29 of the

Prevention and Combating of Corrupt Activities Act (No 12 of 2004).

4 In order to give effect to the above, the following questionnaire must be completedand submitted with the bid.

ITEM QUESTION YES NO4.1 Is the bidder or any of its directors listed on the National Treasury’s database as a company or

person prohibited from doing business with the public sector?(Companies or persons who are listed on this database were informed in writing of thisrestriction by the National Treasury after the audi alteram partem rule was applied).

Yes No

4.1.1 If so, furnish particulars:

4.2 Is the bidder or any of its directors listed on the Register for Tender Defaulters in terms ofsection 29 of the Prevention and Combating of Corrupt Activities Act (No 12 of 2004)?(To access this Register, enter the National Treasury’s website, www.treasury.gov.za, click onthe icon “Register for Tender Defaulters” or submit your written request for a hard copy of theRegister to facsimile number (012) 3265445).

Yes No



JDA JBCC52

4.3 Was the bidder or any of its directors convicted by a court of law (including a court of lawoutside the Republic of South Africa) for fraud or corruption during the past five years?

Yes No


ITEM QUESTION YES NO4.4 Does the bidder or any of its directors owe any municipal rates and taxes or municipal charges

to the municipality / municipal entity, or to any other municipality / municipal entity, that is inarrears for more than three months?

Yes No


4.5 Was any contract between the bidder and the municipality / municipal entity or any other organof state terminated during the past five years on account of failure to perform on or comply withthe contract?

Yes No


CERTIFICATION

I, THE UNDERSIGNED (FULL NAME) ………….…………………………….……CERTIFY THAT THE INFORMATION FURNISHED ON THISDECLARATION FORM TRUE AND CORRECT.

I ACCEPT THAT, IN ADDITION TO CANCELLATION OF A CONTRACT, ACTION MAY BE TAKENAGAINST ME SHOULD THIS DECLARATION PROVE TO BE FALSE.

………………………………………... …………………………..Signature Date

………………………………………. …………………………..Position Name of Bidder


JDA JBCC53

FORM B1: CIDB GRADING

The tenderer shall include as an attachment to their submission the proof of CIDB grading.




JDA JBCC54

FORM B2: B-BBEE CERTIFICATE

The tenderer shall include as an attachment to their submission a valid originally certified copy ofthe B-BBEE status level verification certificate, substantiating the B-BBEE rating. An EME mustsubmit a sworn affidavit confirming the following:

· Annual Turnover Revenue of R10 million or less; and· Level of Black ownership· Any misrepresentation in terms of the above constitutes a criminal offence as set out in theB-BBEE Act as amended.

A trust, consortium or joint venture will qualify for points for their B-BBEE status level as a legalentity, provided that the entity submits their B-BBEE status level certificate.

A trust, consortium or joint venture will qualify for points for their B-BBEE status level as anunincorporated entity, provided that the entity submits their consolidated B-BBEE scorecard as ifthey were a group structure and that such a consolidated B-BBEE scorecard is prepared for everyseparate tender.



JDA JBCC55

FORM B3: PROOF OF PREVIOUS EXPERIENCE

CONTACTABLE REFERENCE – NOTE FOR BIDDERS

Note for Bidders:

The reference form/s is/are material to the award of the contract.

Points for previous experience will only be allocated if the following is met:

1. The Reference Form to follow is completed in full and signed and stamped by the Client. Formssigned by members of the professional team / consultants will NOT be considered.2. Only building projects with a minimum value of R40m excluding VAT will be considered asprevious experience.3. The reference overall rating confirms that the requirements were met or exceeded4. No letters of appointment and completion certificates will be accepted as previous experience.

A maximum of 5 reference forms to be submitted.



JDA JBCC56

FORM B3: PROOF OF PREVIOUS EXPERIENCE -CONTACTABLE REFERENCE – FORM TO BE COMPLETED BY THE CLIENT

PROJECT 1Reference for(insert name of bidder) : ___________________________________________________________

Name of Project : ___________________________________________________________

Description of Scope of Works : ___________________________________________________________

Contract Value(excluding VAT) : ___________________________________________________________

Contract Period(insert start and end date) : ___________________________________________________________

CRITERIAASSESSMENT

NeedsImprovement

MetRequirement

ExceededRequirement

Quality of contract administrationQuality of site managementQuality of workmanshipLabour relationsEME/QSE managementTimeous procurement of materialsAdequacy of plant / equipmentHealth and safetyAdherence to construction programmeCashflow management

OVERALL RATING

Would you use the provider again ? YES / NO

Completed By : ______________________________________ Signature : ____________________

Company Name : ______________________________________

Contact Number : ______________________________________ COMPANY STAMPOF CLIENT

City of JohannesburgJohannesburg Development Agency

No 3 Helen Joseph StreetThe Bus FactoryNewtownJohannesburg, 2000

PO Box 61877Marshalltown2107

www.jda.org.zawww.joburg.org.za

Tel +27(0) 11 688 7851 (O)Fax +27(0) 11 688 7899/63E-mail: [email protected]


JDA JBCC57



Name of Project : ___________________________________________________________




CRITERIAASSESSMENT

NeedsImprovement

MetRequirement

ExceededRequirement


OVERALL RATING



Company Name : ______________________________________

______________________________________








JDA JBCC58



Name of Project : ___________________________________________________________




CRITERIAASSESSMENT

NeedsImprovement

MetRequirement

ExceededRequirement


OVERALL RATING



Company Name : ______________________________________

______________________________________

Contact Number : ______________________________________

COMPANY STAMP OF CLIENT







JDA JBCC59



Name of Project : ___________________________________________________________




CRITERIAASSESSMENT

NeedsImprovement

MetRequirement

ExceededRequirement


OVERALL RATING



Company Name : ______________________________________

______________________________________

Contact Number : ______________________________________ COMPANY STAMP

OF CLIENT







JDA JBCC60



Name of Project : ___________________________________________________________




CRITERIAASSESSMENT

NeedsImprovement

MetRequirement

ExceededRequirement


OVERALL RATING



Company Name : ______________________________________








JDA JBCC61

FORM B4: SCHEDULE OF CURRENT CONTRACTS

The Tenderer shall list below the contracts not yet completed. This information is material to the award of the Contract.(In the event of insufficient space, attach supplementary documentation)

EMPLOYER(Name, Tel No and Fax No)

LOCATION NATURE OF WORK VALUE OFWORK

EXPECTEDDATE OF

COMPLETION

………………………………….. ……………………………………..........................Signature Date

(of person authorised to sign on behalf of the Tenderer)


JDA JBCC62

FORM B5: SCHEDULE OF CONSTRUCTION PLANT & EQUIPMENT

The following are lists of Construction Plant and Equipment that I/We presently own or lease and willhave available for this contract if my / our tender is accepted.

(a) Details of Equipment that is owned by me / us and immediately available for thiscontract.

Attach additional information in a supplementary document

(b) Details of Plant & Equipment that will be hired, or acquired for this contract if my / ourtender is accepted

DESCRIPTION(type, size, capacity etc.)

QUANTITYHOW ACQUIRED

HIRE/BUY SOURCE

Attach additional information in a supplementary document

………………………………….. ……………………………………..........................Signature Date


DESCRIPTION QUANTITY YEAR ACQUIRED


JDA JBCC63

FORM B6: SCHEDULE OF PROPOSED SUB-CONTRACTORSI/We hereby notify you that it is my/our intention to employ the following Sub-Contractors for work in this contract.

NAMES AND ADDRESSES OF PROPOSEDSUBCONTRACTORS

NATURE AND EXTENT OF WORK TO BESUBCONTRACTED

PREVIOUS EXPERIENCE WITH SUBCONTRACTOR ORRECENT WORK EXECUTED BY THE SUB-

CONTRACTOR

………………………………….. ……………………………………..........................Signature Date



JDA JBCC64

FORM B7: PROPOSED KEY PERSONNELThe Tenderer shall list below the key personnel whom he proposes to employ on the contract should his offer be accepted, both at his headquarters andon the site, together with their qualifications, experience and positions held.(In the event of insufficient space, attach supplementary documentation)

LOCATION DESIGNATION NAME AND NATIONALITY OFPROPOSED CANDIDATE SUMMARY OF QUALIFICATIONS & EXPERIENCE

HEAD OFFICE Contracts manager

SITE OFFICE

Site Agent

General Foreman:

CHS Officer Registeredwith SACPCMPEME/QSE Supervisor

NOTE: Detailed Curriculum Vitae of proposed candidates are to be separately provided. Said Curriculum Vitae MUST indicate the name and description of the project,the value of project completed, role played in the project and the start and end dates of the project.

………………………………….. ……………………………………..........................Signature Date(of person authorised to sign on behalf of the Tenderer)


JDA JBCC65

FORM B8: ESTIMATED MONTHLY EXPENDITURE

The Tenderer shall state below the estimated value of work to be completed every month based on hispreliminary programme and his tendered unit rates.

* The amounts for contingencies and Contract Price Adjustment must not be included.

MONTH VALUE *

1

2

3

4

5

6

7

8

9

10

11

12

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

R ..................................................................................................

COMPLETION OF CONTRACT

TOTAL R ..................................................................................................



JDA JBCC66

FORM B9: METHODOLOGY STATEMENT

The tenderer shall include as an attachment to their submission the detailed Methodology Statement for theworks.

The methodology must demonstrate how the contractor intends to sequence the works. The manner inwhich the contractor intends to allocate resources must be clearly spelt out. When assessing themethodology, congruency with the project schedule will also be examined.



JDA JBCC67

FORM B10: PRELIMINARY CONSTRUCTION PROGRAMME

The tenderer shall include as an attachment to their submission the preliminary Construction Programmefor the works.The Critical Path should be based on an 18-month construction period.



JDA JBCC68

FORM B11: LABOUR, PLANT AND EQUIPMENT HISTOGRAMS

The tenderer shall include as an attachment to their submission the labour, plant and equipment histogramsfor the works.



JDA JBCC69

FORM B12: FINANCIAL STATEMENTS

The tenderer shall include as an attachment to their submission the Audited Financial Statements for thepast three years.



JDA JBCC70

FORM B13: BANK RATING

The tenderer shall include as an attachment to their submission a letter from the bank at which he declareshe conducts his account. The contents of the bank’s letter must state the credit rating that it accords to thetenderer for the business envisaged by this tender.




JDA JBCC71

FORM B14: EME/QSE PLAN

The tenderer shall include as an attachment to their submission a detailed EME/QSE plan indicating howthe EME/QSE requirements will be achieved, as detailed in Part C3: Scope of Works. The EME/QSE Planmust clarify the manner in which the bidder intends to manage, support and empower local EME/QSE’s andcontractors.

The EME/QSE plan must detail (i) how quality will be controlled, (ii) how the scope of works will bescheduled (programme), and (iii) how will skills be transferred.

It is to be specifically noted that the rates for items of work to be executed by EME/QSE’s must bemarket related. Tenderers are to ensure that rates tendered for this portion of the works is to takeinto account all items that the main contractor would have allowed for in his normal course ofpricing, i.e. materials, labour, wastage, profit, attendance, etc. all at applicable productivity rates.



JDA JBCC72

FORM B15: COIDA LETTER OF GOOD STANDING

The tenderer shall include as an attachment to their submission their COIDA Letter of Good Standing.




JDA JBCC73

FORM B16: BILLS OF QUANTITIES

The bills of quantities included in the tender documentation must be completed by hand in pen (hard copy).

An Excel version of the BOQ has also been included on the tender CD. The completed Excel workbookmust be submitted with the hard copy tender submission.

THE HAND-WRITTEN BILL OF QUANTITIES (hard copy) WILL TAKE PREFERENCE IN CASESWHERE THERE ARE DISCREPANCIES BETWEEN THE HAND-WRITTEN BILLS OF QUANTITIES ANDTHE ELECTRONIC COPY.

Of the information provided by the tenderer as part of his submission, e.g. Rates, the signed hard copy shallbe taken as the valid submission


JDA JBCC74

PART C1: AGREEMENT AND CONTRACT DATA

C1.1 Form of Offer and Acceptance

OfferThe Employer, identified in the Acceptance signature block, has solicited offers to enter into a contractIn respect of the following works:

THE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER – PHASE 2CONTRACT No.: JDA BSC_P2/CN008B

The tenderer, identified in the Offer signature block below, has examined the documents listed in theTender Data and addenda thereto as listed in the Tender Schedules, and by submitting this Offer hasaccepted the Conditions of Tender.

By the representative of the Tenderer, deemed to be duly authorised, signing this part of this Form ofOffer and Acceptance, the Tenderer offers to perform all of the obligations and liabilities of theContractor under the Contract including compliance with all its terms and conditions according to theirtrue intent and meaning for an amount to be determined in accordance with the Conditions of Contractidentified in the Contract Data.

THE OFFERED TOTAL OF THE PRICES INCLUSIVE OF VALUE ADDED TAX IS:

…………………………………………………...........................................……………………………………..

……………………………….Rand (in words); R………………….........................................……(in figures)

This Offer may be accepted by the Employer by signing the Acceptance part of this Form of Offer andAcceptance and returning one copy of this document including the Schedule of Deviations (if any) tothe Tenderer before the end of the period of validity stated in the Tender Data, or other period asagreed, whereupon the Tenderer becomes the party named as the Contractor in the conditions ofcontract identified in the Contract Data.

TENDERER: WITNESS:

____________________________________ ______________________________________Signature Signature

____________________________________ _______________________________________Name Name

____________________________________ _______________________________________Capacity Capacity

____________________________________ _______________________________________Date Date

Name and address of organisation:

____________________________________

____________________________________


JDA JBCC75

____________________________________

____________________________________

Acceptance

By signing this part of this Form of Offer and Acceptance, the Employer identified below accepts theTenderer’s Offer. In consideration thereof, the Employer shall pay the Contractor the amount due inaccordance with the Conditions of Contract identified in the Contract Data. Acceptance of theTenderer’s Offer shall form an agreement between the Employer and the Tenderer upon the termsand conditions contained in this agreement and in the Contract that is the subject of this agreement.

The terms of the contract, are contained in:Part C1 Agreements and Contract Data, (which includes this Agreement)Part C2 Pricing DataPart C3 Scope of WorkPart C4 Site Informationand drawings and documents (or parts thereof), which may be incorporated by reference into theabove listed Parts 1 to 4 above.

Deviations from and amendments to the documents listed in the Tender Data and any addendathereto listed in the Returnable Schedules as well as any changes to the terms of the Offer agreed bythe Tenderer and the Employer during this process of offer and acceptance, are contained in theSchedule of Deviations attached to and forming part of this Agreement. No amendments to ordeviations from said documents are valid unless contained in this Schedule, which must be dulysigned by the authorised representative(s) of both parties.

The Tenderer shall within two weeks of receiving a completed copy of this Agreement, including theSchedule of Deviations (if any), contact the Employer’s agent (whose details are given in the ContractData) to arrange the delivery of any securities, bonds, guarantees, proof of insurance and any otherdocumentation to be provided in terms of the Conditions of Contract identified in the Contract Data at,or just after, the date this Agreement comes into effect. Failure to fulfil any of these obligations inaccordance with those terms shall constitute a repudiation of this Agreement.

Notwithstanding anything contained herein, this agreement comes into effect on the date when thetenderer receives one fully completed copy of this document, including the Schedule of Deviations (ifany). Unless the Tenderer (now Contractor) within five working days of the date of such receiptnotifies the Employer in writing of any reason why he cannot accept the contents of this Agreement,this Agreement shall constitute a binding contract between the Parties.

EMPLOYER: WITNESS:

____________________________________ _______________________________________Signature Signature

____________________________________ _______________________________________Name Name


____________________________________ _______________________________________Date Date

Name and address of organisation:

JOHANNESBURG DEVELOPMENT AGENCY (PTY) LTD


JDA JBCC76

NO. 3 PRESIDENT STREET (HELEN JOSEPH STREET)NEWTOWNJOHANNESBURGSchedule of Deviations

Notes:

1. The extent of deviations from the tender documents issued by the Employer prior to the tenderclosing date is limited to those permitted in terms of the Conditions of Tender,

2.3. A Tenderer’s covering letter shall not be included in the final contract document. Should any matter

in such letter which constitutes a deviation as aforesaid become the subject of agreements reachedduring the process of offer and acceptance the outcome of such agreement shall be recorded here,

4.5. Any other matter arising from the process of offer and acceptance either as a confirmation,

clarification or change to the tender documents and which it is agreed by the Parties becomes anobligation of the contract shall also be recorded here,

6.7. Any change or addition to the tender documents arising from the above agreements and recorded

here, shall also be incorporated into the final draft of contract,

1 Subject .........................................................................................................................................

Details .........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

2 Subject .........................................................................................................................................

Details .........................................................................................................................................

........................................................................................................................................ .

........................................................................................................................................ .

.........................................................................................................................................

3 Subject .........................................................................................................................................

Details .........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

4 Subject .........................................................................................................................................

Details .........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................

5 Subject .........................................................................................................................................

Details .........................................................................................................................................

.........................................................................................................................................

.........................................................................................................................................


JDA JBCC77

By the duly authorised representatives signing this Schedule of Deviations, the Employer and theTenderer agree to and accept the foregoing Schedule of Deviations as the only deviations from andamendments to the documents listed in the Tender Data and addenda thereto as listed in the TenderSchedules, as well as any confirmation, clarification or changes to the terms of the offer agreed bythe Tenderer and the Employer during this process of offer and acceptance.

It is expressly agreed that no other matter whether in writing, oral communication or impliedduring the period between the issue of the tender documents and the receipt by the Tendererof a completed signed copy of this Agreement shall have any meaning or effect in the contractbetween the parties arising from this agreement.

TENDERER: EMPLOYER:

____________________________________ _______________________________________Signature Signature

____________________________________ _______________________________________Name Name


Name and address of organisation: Name and address of organisation:

________________________________ ___________________________________

________________________________ ___________________________________

________________________________ ___________________________________

________________________________ ___________________________________

WITNESS: WITNESS:

________________________________ ___________________________________Signature Signature

____________________________________ _______________________________________Name Name

____________________________________ _______________________________________Date Date


JDA JBCC78

CONFIRMATION OF RECEIPT

The Tenderer, (now Contractor), identified in the Offer part of this Agreement hereby confirms receiptfrom the Employer, identified in the Acceptance part of this Agreement, of one fully completed originalcopy of this Agreement, including the Schedule of Deviations (if any) today:

the _______________(day) of_________________________________(month)___________(year)

at_________________________________(place)

CONTRACTOR: WITNESS:

___________________________________ _______________________________________

Signature Signature

____________________________________ _______________________________________

Name Name

____________________________________ _______________________________________

Capacity Capacity

____________________________________ _______________________________________

Date Date


JDA JBCC79

C.1.2 CONTRACT DATA

PART 1: DATA PROVIDED BY THE EMPLOYER

CONDITIONS OF CONTRACTThe Conditions of Contract are the JBCC Series 2000 Principal Building Agreement (July 2007,Edition 5.0-reprint 1), published by the Joint Building Contracts Committee. Copies of thesedocuments may be obtained from the Association of South African Quantity Surveyors (011-3154140), the Master Builders Association (011-205-9000) the South African Association ofConsulting Engineers (011-4632022) or the South African Institute of Architects (011-4860684).

Each item of data given below is cross-referenced to the clause in the Conditions of Contract to whichit mainly applies.

Clause Data

1.1[1.2]

The Employer is: JOHANNESBURG DEVELOPMENT AGENCY

The address of the Employer is:

Address (physical) : The Bus Factory, 3 Helen Joseph Street (formerly PresidentStreet) Newtown, Johannesburg

Address (postal) : PO Box 61877, Marshalltown, 2107Telephone : 011 688 7851Facsimile : 011 688 7863VAT registration number :444019717

1.2[5.1]

The Principal Agent is: Project Manager

Name : Threshold Project Managers (Pty) LtdAddress (postal) : 43 Birchwood Court, Montrose Street, Vorna Valley, 1686Telephone : 011 655 7149Facsimile : 086 767 8609e-mail : [email protected]

1.3[5.2]

The Agent (1) is : ArchitectName : Ikemeleng ArchitectsAddress (postal) : 7 Quinn Street, Newtown JohannesburgTelephone : 011 832 3430e-mail : [email protected]

1.4[5.2]

The Agent (2) is : Quantity SurveyorName : AECOMAddress (postal) : 263a West Street, Centurion,0157Telephone : 012 421 3500Facsimile : e-mail:[email protected], [email protected]


JDA JBCC80

1.5[5.2]

The Agent (3) is : Civil & Structural EngineerName : CSM EngineersAddress (postal) : Karee Building Unit C101,Tuinhof , 265 West Avenue , CenturionTelephone : 0861 276 266Facsimile :e-mail : [email protected]

1.6[5.2]

The Agent (4) is: Electrical, Electronic, Mechanical, Wet Services & Fire EngineersName : CSM EngineersAddress (postal) : Karee Building Unit C101, Tuinhof, 265 West Avenue , Centurion

Telephone : 0861 276 266e-mail : [email protected]

1.7[5.2]

The Agent (7) is : HERITAGEName : View ArchitectsAddress (postal) : PO Box 2757, Brooklyn SquareTelephone : 012 341 8899e-mail : [email protected]

1.8[5.2]

The Agent (8) is : HEALTH AND SAFETYName : UBOMI SAFETYAddress (postal) :Telephone : 082 211 1221e-mail : [email protected]

1.9[5.5] The interest of the principal agent or other agents in the project: None

1.10The Principal Agent named in 1.2 above is responsible for the preparation of thecontract data schedule and must be contacted should the tenderer be uncertain of theinformation provided or to be provided. Failure to complete the contract data schedule infull may result in the tender being disqualified

2.1[1.7]

The law applicable to this agreement: South Africa

2.1[1.1]

The works comprises of the construction of a new library, public open space and square,coffee shop, parking facilities and associated works including the demolition of existingbuildings and renovations to a heritage swimming pool complex

2.3[1.1]

The site is located at Brixton Park, 84 Mercury street, Brixton, Johannesburg.

2.4[15.2.1]

Possession of the site: To be confirmed


JDA JBCC81

2.5[15.3]

The period for the commencement of the works after the contractor takes possession ofthe site is 5 working days.

Where the Contractor delays the submission to the Employer Representative of theapplication for all associated permit/s to undertake the construction works and suchpermit/s are not received within 30 days following the Contractor being given possessionof the site as per Clause 15.3, such that the Employer’s Agent’s instruction to commencecarrying out the Works cannot be given, without prejudice to the Employer’s rights toterminate the contract as per Clause 36 the Employer’s Agent shall delay issuing theinstruction to commence carrying out the Works until such time as the permit/s toundertake construction work has been received. The Contractor shall have no entitlementunder Clause 29 and/or Clause 32 and/or any associated to an extension of time forPractical Completion.

2.6[15.4,28.0]

Completion of the works in sections is required: NO

2.7[3.3

31.16.2]

Waiver of the contractor’s lien or right on continuing possession is required: YES

Clause 3.1 and 3.2 are deleted and clause 3.2 is replaced with the following clause:The contractor shall provide a construction guarantee in the JBCC ConstructionGuarantee Format in terms of 14.1.

Delete clause 3.3 and replace it with the following clause:The contractor shall waive its lien or right of continuing possession of the works in favourof the employer. The waiver shall be according to the JBCC Waiver of Contractor's Lienform, and shall ensure that any selected or nominated subcontractors or contractor'sdomestic subcontractors, also waive their lien or right of continuing possession, in favourof the employer and sign the JBCC Waiver of Contractor's Lien form.

2.8[16.1]

Defined restrictions to the site area: To be identified and confirmed on site prior toconstruction

2.9[16.4]

Geotechnical investigation of the site has been undertaken: Yes

2.10[16.6]

Existing premises will be occupied: NoAll adjacent buildings on the property are occupied.

2.11[16.7] Provision of temporary services is required: YES (As described below)


JDA JBCC82

Service OPTION

Water A

Electricity A

Telecom A

Ablutions A

Note: Option A = Contractor at his cost; Option B = Employer free of charge; Option C = Employer metered(contractor cost)

2.12[16.8]

Protection of existing trees and shrubs is required: To be identified and confirmed on siteprior to construction

3.1[10.1.112.6]

Contract works insurance is to be effected by the: ContractorFor the sum of Contract Sum plus 30% to cover fees and variations.

3.2[10.1.211.1-312.6]

Supplementary insurance: is to be effected by the Contractor

3.3[10.1.312.6]

Public liability insurance is to be effected by the Contractor for the sum of R10 million perevent.

3.4[11.1.1] Support insurance: N/A

3.5[11.1.2-3,

12.1]Special insurance is to be effected by: N/A

4.0[24.3.130.1-3]

For the works as a whole:The date for practical completion is 12 calendar months after possession of the siteincluding the construction industry year end break, public holidays, etc..

The penalty per calendar day is 0.05% of the contract sum

5.1[3.7]

Construction documents copies to be supplied to the contractor free of charge:Three copies of drawings, one unpriced bills of quantities and one contract documents.

5.2[3.9]

The priced document may be used as a specification of materials and goods and workmethods: NO

5.3[3.10]

The contractor shall provide a schedule of rates: YES(The completed priced Bill of Provisional Quantities must be supplied)

5.4[3.11]

Changes made to JBCC standard document: YES(Refer to Preliminaries of the BOQ)


JDA JBCC83

5.6[22.2]

Work to be undertaken by direct contractors: None anticipated at present but theEmployer has the right to employ direct contractors at a later date.

5.7[24.9]

On achievement of practical completion, the contractor is to hand over all requiredmanuals etc. related to the works which must include but not limited to: Electrical,Electronic, HVAC, Plumbing & Drainage, Fire Fighting, Waterproofing, etc.

5.8[31.12]

[31.9]

[34.10]

The interim payment certificate: The contractor is to issue his claim to the quantitysurveyor by the 10th of each month in preparation for the quantity surveyor to issue avaluation to the principal agent before the 20th of each month, failure to submit a claimwill entitle the quantity surveyor to submit a reasonable value for the works done.

The employer shall pay the contractor the amount certified in an interim paymentcertificate within thirty (30) calendar days of the date of receipt by the employer of thepayment certificate together with the invoice

The employer shall pay the contractor the amount certified in the final payment certificatewithin thirty (30) calendar days of the date of receipt by the employer of the final paymentcertificate together with the invoice.

31.5.332.13

The contract value shall not be adjusted according to CPAP and shall be a fixed pricedcontract

40.3.4 The dissatisfied party is to refer the dispute to arbitration.

40.4.2The arbitration rules as set out in the Rules for the Conduct of Arbitrations Fifth Edition2005 published by the Associations of Arbitrators (Southern Africa)

The variations to the Standard JBCC Document are:Replace the following definitions in DEFINITIONS AND INTERPRETATIONS with thefollowing wording:

AGREEMENT means the agreement arising from the signing of the Form of Offer andAcceptance by the parties.

CONTRACT SUM means the total of prices in the Form of Offer and Acceptance.

Replace clause 3.2 with the following:3.2 The contractor shall provide:3.2.1 A construction guarantee where so required in the contract data.

Replace 14.1 with the following:14.1 The Contractor shall provide the type of construction guarantee stated in the

contract data.The contractor is to provide a Fixed construction guarantee of 10% of theContract Sum.In addition to this, a retention of 10% is to be held on monthly payment certificatesto a maximum of 5% of the contract sum. Such retention amounts shall be reducedto 2.5% on practical completion certificate and 0% at the end of the defects liabilityperiod


JDA JBCC84

An extended defects liability period of 12 months, commencing from the practicalcompletion date, will be applicable to the following elements:

Electrical installationElectronics installationMechanical installationAutomatic sprinkler installationHot water installationPump system and water storage installationCivil works

Replace the word “priced document” in 19.1 and 19.2 with” agreement”

29.0 REVISION OF DATE FOR PRACTICAL COMPLETIONClause 29.1.1 shall be deleted and replaced with the following:29.1.1 Exceptionally inclement weather

"Exceptionally inclement weather" shall be defined as weather conditions in excess of themonthly average recorded for the past 10 (ten) years by the nearest commonlyrecognised weather bureau in the region of the project.

A delay caused by exceptionally inclement weather conditions will be regarded as adelay only if, in the opinion of the principal agent, all progress on an item or items ofwork on the critical path of the working programme of the contractor has beenbrought to a halt. Delays on working days only (based on a five-day working week)will be taken into account for the extension of time, but the contractor shall makeprovision in his programme of work for an expected delay of "n” working days causedby normal rainy weather, for which he will not receive any extension of time, where“n” equals 30 days. Extension of time during working days will be granted to thedegree to which actual delays, as defined above, exceed the number of "n" workingsdays.

Clause 29.0 is amended by the addition of the following clauses to the end thereof:

29.9 Revision to the date for practical completion shall only be considered when workon the critical path of the agreed programme for the works is delayed

Replace 40.2 with the following:

40.2 Where such disagreement is not resolved within ten (10) working days of receiptof such notice it shall be deemed to be a dispute and shall be referred by the partywhich gave such notice to adjudication, where the adjudication will be conducted interms of the edition of the JBCC Rules for Adjudication current at the time when thedispute was declared.


JDA JBCC85

Replace “arbitration” at the end of 40.3.4 with” either arbitration where the arbitrator is tobe appointed by the body whose rules shall apply or court proceedings as stated in thecontract data


26.1 The defects liability period for the works shall commence on the date of workscompletion and end at Midnight (00:00) twelve (12) months from such date


The latent defect liability period for the works shall commence at the start of theconstruction period and end 10 (ten) years from the date of achievement of FinalCompletion [26]

Refer to Preliminaries in the Bill of Quantities for any additional amendments to theStandard JBCC Document.


JDA JBCC86

C.1.2 Contract Data

Part 2: Data provided by the Contractor

The Contractor is advised to read the JBCC Series 2000 Principal Building Agreement (July2007, Edition 5.0-reprint 1) and section 3.0 Payment and adjustment of preliminaries contained inthe associated Contract Data CE, published by the Joint Building Contracts Committee, in order tounderstand the implications of this Data which is required to be completed. Copies of thesedocuments may be obtained from the Association of South African Quantity Surveyors (011-3154140), the Master Builders Association (011-205-9000) the South African Association ofConsulting Engineers (011-463-2022) or the South African Institute of Architects (011-486-0684)

Each item of data given below is cross-referenced to the clause in the Conditions of Contract towhich it mainly applies.

Clause Data with reference to the JBCC Series 2000 Principal Building Agreement

1.1

1.2

The Contractor is.

Name : ..........................................................................................................

The address of the Contractor is:Address (physical) : ........................................................................................................

.........................................................................................................Address (postal) : .........................................................................................................

.........................................................................................................Telephone : ............................................. Facsimile: ........................................

E-mail : .........................................................................................................

2.1

[14.3]

[14.4]

[31.8]

[14.5]

The security provisions selected are:

Variable construction guarantee

Fixed Construction Guarantee andPayment Reduction

Retention of 5% (percent) of ContractSum

Advanced Payment is required

NO

YES

YES

Not offered

ClauseData with reference to Clause 3.0 Payment and Adjustment of Preliminaries ofthe JBCC Series 2000 Principal Building Agreement Contract Data – Contractorto Employer


JDA JBCC87

3.2.4Contract Value shall be adjusted according to the CPAP: Not applicable

This tender is for a fixed rates contract.

3.2.5[3.1.1-2]

Payment of preliminaries:Option A

3.2.6[3.2.1-2] Adjustment of preliminaries:

Option A

………………………………….. ……………………………………..........................Signature Date


JDA JBCC88


C1.3 Construction Guarantee

GUARANTOR DETAILS AND DEFINITIONS

Guarantor means ___________________________________________________________

Physical address ___________________________________________________________

Guarantor’s signatory 1 ______________________________ Capacity ____________________

Guarantor’s signatory 2 ______________________________ Capacity ____________________

Employer means ___________________________________________________________

Contractor means ___________________________________________________________

Principal Agent means ___________________________________________________________

Works means ___________________________________________________________

Site means ___________________________________________________________

Agreement means The JBCC Series 2000 Principal Building Agreement

Contract Sum means The accepted amount inclusive of tax of

Amount in words ___________________________________________________________

Guaranteed Sum means The maximum aggregate amount of

Amount in words ___________________________________________________________

Construction Guarantee (Insert Variable or Fixed) (Insert expiry date)

___________________________________________________________

AGREEMENT DETAILS

Sections: Total sections (No or n/a) Last section (No / Identification or n/a)

Principal Agent issues: Interim payment certificates, Final payment certificate, Practical completioncertificate/s and Final completion certificate/s

_______________________________________

1. VARIABLE CONSTRUCTION GUARANTEE1.1 Where a variable Construction Guarantee in terms of the Agreement has been

selected this 1.0 with 3.0 to 13.0 shall apply. The Guarantor’s liability shall be limited to thediminishing amounts of the Guaranteed Sum as follows:

GUARANTOR’S LIABILITY PERIOD OF LIABILITY


JDA JBCC89

1.1.1 Maximum Guaranteed Sum(not exceeding 10% of the contract sum) inthe amount of:

From and including the date of issue of thisConstruction Guarantee and up to and includingthe date of the interim payment certificatecertifying in excess of 50% of the contract sum

Amount in words: ___________________________________________________________

1.1.2 Reducing to the GuaranteedSum (not exceeding 5% of the contract sum)

in the amount of:

From and including the day after the date of theaforesaid interim payment certificate and up toand including the date of the only practicalcompletion certificate or last practical completioncertificate where there are sections

Amounts in words: __________________________________________________________

1.1.3 Reducing to the GuaranteedSum (not exceeding 4.0% of the contractsum) in the amount of:

From and including the day after the date of theapplicable practical completion certificate and upto and including the date of the only finalcompletion certificate or last final completioncertificate where there are sections

Amounts in words: __________________________________________________________

1.1.4 Reducing to the GuaranteedSum (not exceeding 2.0% of the contractsum) in the amount of:

From and including the day after the date of theapplicable final completion certificate and up toand including the date of the final paymentcertificate where payment is due to theContractor, whereupon this ConstructionGuarantee shall expire. Where the final paymentcertificate reflects payment due to the Employer,this Construction Guarantee shall expire uponpayment of the full amount certified

Amounts in words: __________________________________________________________

1.2 For avoidance of doubt the Guarantor’s liability limits set out in 1.1.1 to 1.1.4 shallapply in respect of any claim received by the Guarantor during the period in question

2. FIXED CONSTRUCTION GUARANTEE2.1 Where a fixed Construction Guarantee in terms of the Agreement has been selected this

2.0 with 3.0 to 13.0 shall apply. The Guarantor’s liability shall be limited to the amount ofthe Guaranteed Sum as follows:

GUARANTOR’S LIABILITY PERIOD OF LIABILITY


JDA JBCC90

Maximum Guaranteed Sum(not exceeding 10.0% of the contractsum) in the amount of:

From and including the date of issue of thisConstruction Guarantee and up to and includingthe date of the only practical completioncertificate or the last practical completioncertificate where there are sections, upon whichthis Construction Guarantee shall expire

Amounts in words: __________________________________________________________

3. The Guarantor hereby acknowledges that:3.1. Any reference in this Guarantee to the Agreement is made for the purpose of

convenience and shall not be construed as any intention whatsoever to create anaccessory obligation or any intention whatsoever to create a suretyship

3.2. Its obligation under this Guarantee is restricted to the payment of money

4. Subject to the Guarantor’s maximum liability referred to in 1.0 or 2.0, the Guarantor herebyundertakes to pay the Employer the sum certified upon receipt of the documents identified in 4.1to 4.3:

4.1 A copy of a first written demand issued by the Employer to the Contractor stating thatpayment of a sum certified by the Principal Agent in an interim or final payment certificatehas not been made in terms of the Agreement and failing such payment within seven (7)calendar days, the Employer intends to call upon the Guarantor to make payment in termsof 4.2

4.2 A first written demand issued by the Employer to the Guarantor at the Guarantor’s physicaladdress with a copy to the Contractor stating that a period of seven (7) calendar days haselapsed since the first written demand in terms of 4.1 and that the sum certified has stillnot been paid therefore the Employer calls up this Construction Guarantee and demandspayment of the sum certified from the Guarantor

4.3 A copy of the said payment certificate which entitles the Employer to receive payment interms of the Agreement of the sum certified in 4.0

5. Subject to the Guarantor’s maximum liability referred to in 1.0 or 2.0, the Guarantor undertakes topay the Employer the Guaranteed Sum or the full outstanding balance upon receipt of a firstwritten demand from the Employer to the Guarantor at the Guarantor’s physical address callingup this Construction Guarantee stating that:

5.1 The Agreement has been cancelled due to the Contractor’s default and that theConstruction Guarantee is called up in terms of 5.0. The demand shall enclose a copy ofthe notice of cancellation; or

5.2 A provisional sequestration or liquidation court order has been granted against theContractor and that the Construction Guarantee is called up in terms of 5.0. The demandshall enclose a copy of the court order

6. It is recorded that the aggregate amount of payments required to be made by the Guarantor interms of 4.0 and 5.0 shall not exceed the Guarantor’s maximum liability in terms of 1.0 or 2.0

7. Where the Guarantor is a registered insurer and has made payment in terms of 5.0, theEmployer shall upon the date of issue of the final payment certificate submit an expense accountto the Guarantor showing how all monies received in terms of the Construction Guarantee have


JDA JBCC91

been expended and shall refund to the Guarantor any resulting surplus. All monies refunded tothe Guarantor in terms of this Construction Guarantee shall bear interest at the prime overdraftrate of the Employer’s bank compounded monthly and calculated from the date payment wasmade by the Guarantor to the Employer until the date of refund

8. Payment by the Guarantor in terms of 4.0 or 5.0 shall be made within seven (7) calendar daysupon receipt of the first written demand to the Guarantor

9. The Employer shall have the absolute right to arrange his affairs with the Contractor in anymanner which the Employer deems fit and the Guarantor shall not have the right to claim hisrelease from this Construction Guarantee on account of any conduct alleged to the prejudicial tothe Guarantor

10. The Guarantor chooses the physical address as stated above for all purposes in connectionherewith

11. This Construction Guarantee is neither negotiable nor transferable and shall expire in terms ofeither 1.1.4 or 2.1, or payment in full of the Guaranteed Sum or on the Guarantee expiry date,whichever is the earlier, where after no claims will be considered by the Guarantor. The originalof this Construction Guarantee shall be returned to the Guarantor after it has expired

12. This Construction Guarantee, with the required demand notices in terms of 4.0 or 5.0, shall beregarded as a liquid document for the purpose of obtaining a court order

13. Where this Construction Guarantee is issued in the Republic of South Africa the Guarantorhereby consents in terms of Section 45 of the Magistrate’s Courts Act No 32 of 1944, asamended, to the jurisdiction of the Magistrate’s Court of any district having jurisdiction in terms ofSection 28 of the said Act, notwithstanding that the amount of the claim may exceed thejurisdiction of the Magistrate’s Court

Signed at Date ____________________________

Guarantor’s Guarantor’sSignatory 1 Signatory 2 ____________________________

Witness Witness ____________________________

Guarantor’s seal or stamp


JDA JBCC92


C1.4 Occupational Health and Safety Agreement

THIS AGREEMENT between Johannesburg Development Agency (JDA) (hereinafter called “theEmployer”) on the one part, herein represented by: ……………………………………………………….inhis/her capacity as………………………………........................................................................................and…………………………………………………………………………………………………………………

(hereinafter called “the Contractor”) of the other part herein represented by ..........................................

……………………………………………………………in his/her capacity as ………....……………….......

......................................................................................……….........................................................……

WHEREAS the Employer is desirous that certain works be constructed, being contractTHE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER – PHASE 2 JDA BSC_P2/CN008B

and has accepted a tender by the Contractor for the construction, completion and maintenance ofsuch works and whereas the Employer and the Contractor have agreed to certain arrangementsand procedures to be followed in order to ensure compliance by the Contractor with the provisionsof the Occupational Health and Safety Act 1993 (Act 85 of 1993).

NOW THEREFORE THIS AGREEMENT WITNESSED AS FOLLOWS:1. The Contractor shall execute the work in accordance with the contract documents pertaining

to this contract.

2. This Agreement shall hold good for the duration of construction, commencing from thehandover of the site up to the end of the defects liability period.

3. Should the contract be terminated for any reason; this agreement shall lapse upon the date oftermination.

4. The Contractor declares himself to be conversant with the following:(a) All the requirements, regulations and standards of the Occupational Health and Safety Act

(Act 85 of 1993), hereinafter referred to as “the Act”, together with its amendments thereto.(b) All the requirements of the Construction Regulations hereinafter referred to as the

“Regulations”, together with any amendments thereto.(c) The Health and Safety Specification of the Employer as pertaining to the Contractor and to

all his subcontractors.

5. In addition to the requirements of the contract, the Contractor agrees to execute all the worksforming part of this contract and to operate and utilise all machinery, plant and equipment inaccordance with the Act and the Regulations.

6. The Contractor is responsible for the compliance with the Act and the Regulations by all hissubcontractors, whether or not selected or nominated and/or approved by the Employer.


JDA JBCC93

7. The Contractor warrants that all his and his subcontractors’ workmen are covered in terms ofthe Compensation for Occupational Injuries and Diseases Act 1993 which cover shall remainin force whilst any such workmen are present on site. A letter of good standing from theCompensation Commissioner to this effect must be produced to the Employer upon signatureof the agreement.

8. The Contractor undertakes to ensure that he and/or his subcontractors and/or their respectiveemployees will at all times comply with the following conditions:(a) The Contractor undertakes to comply with all provisions of the Act and its Regulations.(b) The Contractor will be obliged to report to the Employer on a regular basis regarding

compliance by the Contractor with the Act and its Regulations.(c) All incidents referred to in the Occupational Health and Safety Act shall be reported by the

Contractor to the Department of Labour as well as to the Employer. The Employer willfurther be provided with copies of all written documentation relating to any incident.

(d) The Employer hereby records an interest in the issue of any formal enquiry conducted interms of Section 32 of the Occupational Health and Safety Act into any incident involvingthe Contractor and/or his employees and/or his subcontractors.

In witness, thereof the parties hereto have set their signatures hereon in the presence of thesubscribing witnesses:

________________________________________________________________________________for and on behalf of the Contractor who warrants to be duly authorised to do so

Name: ___________________________________

Designation: ___________________________________

As witnesses:

1. ___________________________________

________________________________________________________________________________for and on behalf of the Employer who warrants to be duly authorised to do so

Name: ___________________________________

Designation: ___________________________________

As witnesses:

1. ___________________________________


JDA JBCC94


C1.5 AGREEMENT IN TERMS OF SECTION 37(2) OF THE OCCUPATIONAL HEALTH ANDSAFETY ACT NO. 85 OF 1993

THIS AGREEMENT is made between the Johannesburg Development Agency represented by the......................................................................................(hereinafter called the EMPLOYER of the onepart, herein represented by: ....................................................................................................................

in his/her capacity as: ..............................................................................................................................

and: .........................................................................................................................................................

(hereinafter called the CONTRACTOR) of the other part, herein represented by.................................................................................................................................................................................................

in his/her capacity as: .............................................................................................................................

duly authorised to sign on behalf of the Contractor.

WHEREAS the CONTRACTOR is the Mandatory of the EMPLOYER in consequence of anagreement between the CONTRACTOR and the EMPLOYER in respect of

CONTRACT No: JDA BSC_P2/CN008B for THE CONSTRUCTION OF BRIXTION SOCIALCLUSTER PHASE 2

AND WHEREAS the EMPLOYER and the CONTRACTOR have agreed to enter into an agreement interms of the provisions of Section 37(2) of the Occupational Health and Safety Act No 85 of 1993, asamended by OHSA Amendment Act No 181/1993 (hereinafter referred to as the ACT);

NOW THEREFORE the parties agree as follows:

1. The CONTRACTOR undertakes to acquaint the appropriate officials and employees of theCONTRACTOR with all relevant provisions of the ACT and the regulations promulgated in termsthereof.

2. The CONTRACTOR undertakes to fully comply with all relevant duties, obligations and prohibitionsimposed in terms of the ACT and Regulations: Provided that should the EMPLOYER haveprescribed certain arrangements and procedures that same shall be observed and adhered to bythe CONTRACTOR, his officials and employees. The CONTRACTOR shall bear the onus ofacquainting himself/herself/itself with such arrangements and procedures.

3. The CONTRACTOR hereby accepts sole liability for such due compliance with the relevant duties,obligations, prohibitions, arrangements and procedures, if any, imposed by the ACT andRegulations, and the CONTRACTOR expressly absolves the EMPLOYER and the Employer’sCONSULTING ENGINEERS from being obliged to comply with any of the aforesaid duties,obligations, prohibitions, arrangements and procedures in respect of the work included in thecontract.

4. The CONTRACTOR agrees that any duly authorised officials of the EMPLOYER shall be entitled,although not obliged, to take such steps as may be necessary to ensure that the CONTRACTORhas complied with his undertakings as more fully set out in paragraphs 1 and 2 above, which steps


JDA JBCC95

may include, but shall not be limited to, the right to inspect any appropriate site or premisesoccupied by the CONTRACTOR, or to take such steps it may deem necessary to remedy thedefault of the CONTRACTOR at the cost of the CONTRACTOR.

5. The CONTRACTOR shall be obliged to report forthwith to the EMPLOYER any investigation,complaint or criminal charge which may arise as a consequence of the provisions of the ACT andRegulations, pursuant to work performed in terms of this agreement, and shall, on written demand,provide full details in writing of such investigation, complaint or criminal charge.

Thus signed at .……….……….....……………………....…….. for and on behalf of the CONTRACTOR

on this the ……………… day of ……......………..……… 20………

SIGNATURE: __________________________________________

NAME AND SURNAME: _________________________________

CAPACITY: ____________________________________________

WITNESS: _____________________________________________

Thus signed at ……………………………………………. for and on behalf of the EMPLOYER on this

the …………………………... day of ……………..……… 20………

SIGNATURE: __________________________________________

NAME AND SURNAME: _________________________________

CAPACITY: ____________________________________________

WITNESS: _____________________________________________


JDA JBCC96

PART C2: PRICING DATAC2.1 Pricing Instructions

1. The Bills of Quantities have been drawn up in accordance with the Standard System ofMeasuring Building Work (as amended) published and issued by the Association of SouthAfrican Quantity Surveyors (Sixth Edition (Revised)), 1999. Where applicable the:a) mechanical work has been drawn up in accordance with the provisions of the Model Bills of

Quantities for Refrigeration, Air-Conditioning and Ventilation Installations, published by theSouth African Association of Quantity Surveyors, July 1990).

b) electrical work has been drawn up in accordance with the provisions of the Model Bills ofQuantities for Electrical Work, published by the South African Association of QuantitySurveyors, (July 2005).

2. The agreement is based on the JBCC Series 2000 Principal Building Agreement, prepared bythe Joint Building Contracts Committee, July 2007, Edition 5.0-reprint 1. The additions, deletionsand alterations to the JBCC Principal Building Agreement are stated in the Preliminaries sectionof the Bills of Quantities as well as the contract specific variables are as stated in the ContractData.

3. The ASAQS Preliminaries compiled by the Association of South African Quantity Surveyors,August 2010, are forming part of the overall Preliminaries Bill of Quantities and the preliminariesspecific variables are stated within the Preliminaries Bills of Quantities.

4. Descriptions in the Bills of Quantities are abbreviated and comply generally with those in the“Model Preambles for Trades 2008”.

5. Unless otherwise stated, items are measured net in accordance with the drawings and noallowance is made for waste.

6. The prices and rates to be inserted in the Bills of Quantities are to be the full inclusive for thework described under the several items. Such prices and rates shall cover all costs andexpenses that may be required in and for the execution of the work described, and shall coverthe cost of all general risks, liabilities and obligations set forth or implied in the documents onwhich the tender is based, as well as overhead charges and profit. Reasonable prices shall beinserted as these will be used as a basis for assessment of payment for additional work thatmay have to be carried out.

7. A price or rate is to be entered against each item in the Bills of Quantities, whether thequantities are stated or not. An item against which no price is entered will be considered to becovered by the other prices or rates in the Bills of Quantities.

8. Except where rates only are required, insert all amounts to be included in the total tenderedprice in the “amount” column and show the corresponding total tendered price.

9. It will be assumed that prices included in the Bills of Quantities are based on Acts, Ordinances,Regulations, By-laws, International Standards and National Standards that were published 28days before the closing date for tenders. (Refer to www.stanza.org.za or www.iso.org forinformation on standards).

10. The drawings listed in the Scope of Works used for the setting up these Bills of Quantities arekept by the quantity surveyor and can be viewed at any time during office hours up until thecompletion of the works.

11. Reference to any particular trademark, name, patent, design, type, specific origin or producer ispurely to establish a standard for requirements. Products or articles of an equivalent standardmay be substituted, subject to the Principal Agent’s approval.


JDA JBCC97

12. Where any item is not relevant to this specific contract, such item is marked N/A (signifying “notapplicable”)

13. The Contract Data and the standard form of contract referenced therein must be studied for thefull extent and meaning of each and every clause set out in Section 1 (Preliminary and General)of the Bills of Quantities

14. The Bills of Quantities is not intended for the ordering of materials. Any ordering of materials,based on the Bills of Quantities, is at the Contractor’s risk.

15. The amount of the Preliminary and General Section to be included in each monthly paymentcertificate shall be assessed as an amount prorated to the value of the work duly executed inthe same ratio as the preliminaries bears to the total of prices excluding any contingency sum,the amount for the Preliminary and General Section and any amount in respect of contract priceadjustment provided for in the contract.

16. Where the initial contract period is extended, the monthly charge shall be calculated on thebasis as set out in 15 but taking into account the revised period for completing the works.

17. The amount or items of the Preliminary and General Section shall be adjusted to take accountof the theoretical financial effect which changes in time or value (or both) have on this section.Such adjustments shall be based on adjustments in the following categories as recorded in theBills of Quantities:a) an amount which is not to be varied, namely Fixed (F)b) an amount which is to be varied in proportion to the contract value, namely Value Related

(V); andc) an amount which is to be varied in proportion to the contract period as compared to the

initial construction period excluding revisions to the construction period for which noadjustment to the contractor is not entitled to in terms of the contract, namely TimeRelated (T).

18. Where no provision is made in the Bills of Quantities to indicate which of the three categories in17 apply or where no selection is made, the adjustments shall be based on the followingbreakdown:a) 10 percent is Fixed;b) 15 percent is Value Relatedc) 75 percent is Time Related.

19. The adjustment of the Preliminary and General Section shall apply notwithstanding the actualemployment of resources in the execution of the works. The contract value used for theadjustment of the Preliminary and General Section shall exclude any contingency sum, theamount for the Preliminary and General Section and any amount in respect of contract priceadjustment provided for in the contract. Adjustments in respect of any staged or sectionalcompletion shall be prorated to the value of each section.

20. The quantities of work as measured and accepted and certified for payment in accordance withthe conditions of contract, and not the quantities stated in the Bill of Quantities, will be used todetermine payments to the Contractor. The validity of the Contract shall in no way be affectedby difference between the quantities in the Bill of Quantities and the quantities certified forpayment. The Ordering of materials is not to be based on the Bill of Quantities, but only oninformation issued for construction purposes.

21. For the purposes of this Bill of Quantities, the following words shall have the meanings herebyassigned to them:

22. Unit : The unit of measurement for each item of work as defined in the Standardized, Project or Particular Specifications


JDA JBCC98

Quantity : The number of units of work for each itemRate : The payment per unit of work at each which the Tenderer tenders to do the workAmount : The quantity of an item multiplied by the tendered rate of the (same) itemSum : An amount tendered for an item, the extent of which is described in the Bill of

Quantities, the Specifications or elsewhere, but of which the quantity of work is notmeasured in units

23. The units of measurements indicated in the bill of Quantities are metric units. The followingabbreviations may appear in the Bill of Quantities:

mm = millimetrem = metrekm = kilometrekm-pass = kilometre-passm² = square metrem²-pass = square metre-passha = hectarem³ = cubic metrem³-km = cubic metre-kilometrekW = kilowattkN = kilonewtonkg = kilogramt = ton (1 000 kg)% = per centMN = meganewtonMN-m = meganewton-metrePC Sum = Prime Cost Sum (Cost of material supplied excluding vat, profit and

labour, but including transport and delivery costs)Prov Sum = Provisional Sum

24. Occupational Health and Safety Act and Construction RegulationsA payment item in the Bill of Quantities has been made to allow the tenderers to price forcompliance with OHSA and the Construction Regulations. This payment item must also includefor the erection of Visitors Indemnity Signs and for ensuring that visitors receive instructions andsign an indemnity declaration.


JDA JBCC99

PART C2: PRICING DATAC2.2 Bill of Quantities

AmountItemNo

Quantity Rate

JANUARY 2020

SECTION NO. 1: MAIN CONTRACTOR

BILL NO. 1

PRELIMINARIES

The agreement shall be the Principal BuildingAgreement prepared and published by the Joint BuildingContracts Committee: Edition 5.0 Code 2101, July 2007(The JBCC Series 2000 Principal Building Agreement).

PRINCIPAL BUILDING AGREEMENT

The system of measuring building work applicable tothese works is the Standard System of MeasuringBuilding Work 1999, as published by The Association ofSouth African Quantity Surveyors, Sixth Edition(Revised), except for the Classification of excavatedmaterials other than "earth", which is described in theSupplementary Preambles for "Earthworks.

SYSTEM OF MEASURING BUILDING WORK

The Preliminaries shall be the ASAQS Preliminaries(November 2007) published by the Association of SouthAfrican Quantity Surveyors for use with the said JBCCPrincipal Building Agreement.

PRELIMINARIES

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PRELIMINARIESBill No. 1MAIN CONTRACTORSection No. 1

THE CONSTRUCTION OF BRIXTON SOCIAL CLUSTER - PHASE 2CONTRACT NO.: JDA BSC_P2/CN008B

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Tenderers shall be deemed to have referred to theafore- mentioned documents for the full intent andmeaning of each clause. These clauses are hereinafterreferred to by the heading and clause number only.

Where standard clauses, or alternatives, are not entirelyapplicable to this contract, such modifications,corrections, or supplements, as are necessary are givenunder each relevant clause heading and suchmodifications, corrections, or supplements, shall takeprecedence, notwithstanding anything to the contrarycontained in the above-mentioned documents.

Where an item is not relevant to this specific contract,such item is marked "N / A" signifying "Not applicable".

FULL INTENT AND MEANING OF CLAUSES

The Model Preambles for Trades (2008 edition) aspublished by the Association of South African QuantitySurveyors shall be deemed to be incorporated in thesebills of quantities and no claims arising from brevity ofdescription of items fully described in the said ModelPreambles will be entertained.

PREAMBLES FOR TRADES

Supplementary preambles are incorporated in thesebills of quantities where necessary to satisfy therequirements of the works. Such supplementarypreambles shall take precedence over the provisions ofthe said Model Preambles.

The contractor's prices for all items throughout the billsof quantities must take account of, and include for, allof the obligations, requirements and specifications givenin the said Model Preambles and in any supplementarypreambles.

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The engineer-agent who is responsible for the civil andstructural design of that part of the works is CSMconsulting Engineers.The civil and structural engineering specification whichhas been prepared and issued by the engineer-agentfor this part of the works, whether such specification bea separate document, or annotations on a drawing, or aschedule, is hereby deemed to take precedence over allother Preambles in respect of such part/s of the works,insofar as they apply.

Tenderers shall allow opposite each clause for any costinvolved with complying with such clause. Any clausesleft unpriced shall be deemed to be covered by ratesand prices elsewhere incorporated throughout the billsof quantities.

PRICING OF CLAUSES

If "Option A", in terms of subclause 3.2.1 of theContract Data - Contractor to Employer (CE), is usedfor the adjustment of Preliminaries, then each itempriced is to be allocated to one or more categories bythe insertion of the letter "F", "V", or "T", as the casemay be, against the price in the rate column. Theseletters shall indicate the relevant categories, as follows :

"F" - A fixed amount, which shall not be varied.

"V" - An amount which shall be varied in proportion tothe contract value.

"T" - An amount which shall be varied in proportion tothe construction period.

PAYMENT CATEGORIES

Tenderer to refer to C1: Agreements and Contract Dataof the tender document, and is to read and price thetender in conjunction with the Preliminaries.

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SECTION A : JBCC PRINCIPAL BUILDINGAGREEMENT

Item

Definitions and interpretation (clause 1)

Fixed:............Value Related:............ Time Related :......

1/1/1

DEFINITIONS

Item

Offer, acceptance and performance (clause 2)

Fixed:............Value Related:............ Time Related :.......

1/1/2

OBJECTIVE AND PREPARATION (A2 TO A14)

Item

Documents (clause 3)

Clause 3.1 is hereby deleted and no payment guaranteewill thus be provided by the employer.

Clause 3.2 is hereby amended by and replaced with thefollowing:

3.20 The contractor shall provide3.2.1 A construction guarantee where so required in thecontract data.

Clause 3.3 is hereby amended by and replaced with thefollowing: "The contractor shall waive its lien or right ofcontinuing possession of the works in favour of theemployer. The waiver shall be according to the JBCCWaiver of Contractors Lien Form, and shall ensure thatany selected or nominated subcontractors or contractorsdomestic, also waive their lien or right of continuingpossession, in favour of the employer and sign theJBCC Waiver Lien Form.


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Item

Design responsibility (clause 4)

The following new subclause is hereby added to thisclause:

4.4 Notwithstanding the provisions of 4.2, thecontractor shall ensure that every suchnominated or selected subcontractor shallsimultaneously with the signing of the relevantnominated or selected subcontract sign anddeliver to the employer a Design Materials andWorkmanship Warranty and Undertaking infavour of the employer or a Materials andWorkmanship Undertaking strictly in accordancewith the instructions or provisions contained inthe tender documents for the nominated orselected subcontract works.

Fixed:............Value Related:............ Time Related:..........

1/1/4

Item

Employer's agents (clause 5)


1/1/5

Item

Site representative (clause 6)


1/1/6

Item

Compliance with regulations (clause 7)1/1/7

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7.2 Without limiting the generality of the provisionsof clause 7.0 of the agreement, thecontractor's attention is drawn to the provisionsof the Construction Regulations, 2003 issued interms of the Occupational Health and SafetyAct, 1993 is specifically stated that theemployer shall prepare a documented healthand safety specification for the works (refer toclause 1.5.2.1 of Part C3 : Scope of Works andOHS attached in tender document for therelevant specification ) and that the employershall ensure that the contractor has madeprovision for the cost of health and safetymeasures during the execution of the works.The contractor shall price opposite this item forcompliance with the Act and the Regulationsand the provisions of the aforementioned healthand safety specification.


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7.3 the prices of following items need to bedetermined based on the information given in the scopeand the health and safety specifications.

Rate Only

Personal protective equipment(PPE)

Health and Safety Sign

Safety officer

First Aid

Scaffolding

Medical (for all workers)

Any other related health and safety related cost base onthe specifications

Item

Works risk (clause 8)


1/1/8

Item

Indemnities (clause 9)


1/1/9

Item

General insurances (clause 10)


1/1/10

Item

Special insurances (clause 11)


1/1/11

Item

Effecting insurances (clause 12)


1/1/12

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Item

Assignment (clause 13)


1/1/13

Item

Security (clause 14)

The following new subclauses is hereby added to thisclause:

14.9 In the event that the value of the works(inclusive of tax but excluding adjustments in terms ofCPAP were to increase during the course of the contractby an amount of fifteen percent (15%) or more of thecontract sum, the contractor shall, upon written requestfrom the principal agent, immediately arrange to havethe construction guarantee (guaranteed sum) increasedaccordingly, the verified cost of which shall be added tothe contract sum.

14.10 Notwithstanding the provisions of sub-clause14.1, the Contractor shall, with his tender, submit aletter of intent from an accredited guarantor, undertakingto provide the selected JBCC construction guarantee tothe format appended to the back of these bills ofquantities

Such selected security shall be provided to theEmployer within five (5) working days of writtenacceptance of the Contractor's tender

The employer reserves the right to reject a constructionguarantee if, in the opinion of the employer, theguarantor is not accredited

The Contractor shall provide the type of constructionguarantee stated in the contract data.The contractor is to provide a Fixed constructionguarantee of 10% of the Contract Sum.In addition to this, a retention of 10% is to be held onmonthly payment certificates to a maximum of 5% of thecontract sum. Such retention amounts shall be reducedto 2.5% on practical completion certificate and 0% at theend of the defects liability period


1/1/14

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Item

Preparation for and execution of the Works (clause 15)

In addition to subclause 15.3.1, Where the Contractordelays the submission to the Employer of the applicationfor all associated permit/s to undertake the constructionworks and such permit/s are not received within 30 daysfollowing the Contractor being given possession of thesite as per Clause 15.3, such that the Employer’sAgent’s instruction to commence carrying out the Workscannot be given, without prejudice to the Employer’srights to terminate the contract as per Clause 36 theEmployer’s Agent shall delay issuing the instruction tocommence carrying out the Works until such time as thepermit/s to undertake construction work has beenreceived. The Contractor shall have no entitlementunder Clause 29 and/or Clause 32 and/or anyassociated to an extension of time for PracticalCompletion.


1/1/15

EXECUTION (A15 TO A23)

Item

Access to the Works (clause 16)


1/1/16

Item

Contract instructions (clause 17)

In addition to the provisions of sub-clause 17.3, contractinstructions are to be recorded in triplicate in a contractinstruction book, which is to be supplied and maintainedon site by the Contractor


1/1/17

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Item

Setting out of the Works (clause 18)

The Contractor shall notify the Principal Agent if anyencroachments of adjoining foundations, buildings,structures, pavements, boundaries, etc. exist in order tomake the necessary arrangements for the rectification ofany such encroachments


1/1/18

Item

Temporary Works and Plant (clause 19)

19.4 The contractor to provide road closures, trafficdiversions and accomodation and all neccesary signage,flagmen during the construction process. Any costs thatmay arise owing to failure by the contractor to complywith this requirement shall be for the contractorsaccount.


1/1/19

Item

Nominated Subcontractors (clause 20)

In addition to the provisions of sub-clause 20.1.2, theContractor shall, at any time on being requested to doso by the Principal Agent , furnish a copy of the JBCCNominated Subcontract Agreement to the Employer,within five (5) working days of such request.

20.11 General attendance of n/s subcontractor forpricing by the contractor shall be in accordance to then/s agreement. Nothwithstanding this provision, generalattendance shall be deemed to include for the contractorto provide free of charge to any n/s subcontractor suchscaffolding and carnage/hoisting as may reasonably berequired by such n/s subcontractor for the execution ofthe relevant subcontract works.


1/1/20

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Item

Selected Subcontractors (clause 21)

21.11 General attendance of n/s subcontractor forpricing by the contractor shall be in accordance to then/s agreement. Nothwithstanding this provision, generalattendance shall be deemed to include for the contractorto provide free of charge to any n/s subcontractor suchscaffolding and carnage/hoisting as may reasonably berequired by such n/s subcontractor for the execution ofthe relevant subcontract works.


1/1/21

Item

Employer's Direct Contractors (clause 22)


1/1/22

Item

Contractor's Domestic Subcontractors (Clause 23)In addition to the provisions of sub-clause 23.1, theContractor shall, at any time on being requested to doso by the Principal Agent , furnish a copy of theDomestic Subcontract Agreement to the Employer,within five (5) working days of such request


1/1/23

Item

Practical completion (clause 24)


1/1/24

COMPLETION (A24 TO A30)

Item

Works completion (clause 25)


1/1/25

Item

Final completion (clause 26)

Subclause 26.1 is hereby amended by the substitutionof the words "nine (90) calender days" in the second linewith "twelve (12) months".


1/1/26

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Item

Latent defects liability period (clause 27)


1/1/27

Item

Sectional completion (clause 28)


1/1/28

Item

Revision of date for practical completion (clause 29)

Clause29.1.1 Exceptionally inclement of weather

"Exceptionally inclement of weather" shall be defined asweather conditions in excess of the monthly averagerecorded for the past 10 (ten) years by the nearestcommonly recognised weather bureau in the region ofthe project.

A delay caused by exceptionally inclement of weatherconditions will be regarded as delay only if, in theopinion of the principle agent, all progress on an item oritem of work on the critical path of the workingprogramme of the contractor has been brought to a halt.Delays on the working days (based on five day workingweek) will be taken into account for the extension oftime, but the contractor shall make provision in hisprogramme of work for an expected delay of "number ofworking days caused by normal rainy weather, for whichhe will not receive any extension of time, where numberof equals 30 days. Extension of time during workingdays will be granted to the degree to which actualdelays, as defined above, exceed the "number of "working days.

Clause 29.0 is amended by the addition of the followingclauses to the end thereof:

29.9 Revision to the date for practical completion shallonly be considered when work on the critical path of theagreed programme for the works delayed.


1/1/29

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Item

Penalty for non-completion (clause 30)


1/1/30

Item

Interim payment to the contractor (clause 31)

Subclause 31.4.2 is amended by adding the following:

Materials and goods stored off site shall not be includedin the amount authorised for payment.

Subclause 31.9 is hereby amended by the substitutionof the words "seven (7) calendar days" in the first line bythe words "thirty (30) calendar days".

Subclause 31.10 is hereby amended by the substitutionof the words "practical completion" in the second andfourth lines by the words "final completion".

Subclause 31.12 is hereby amended by the substitutionof the words "twenty one (21) calendar days" in the firstline by the words "thirty (30) calendar days".


1/1/31

PAYMENT (A31 TO A35)

Item

Adjustment to the contract value (clause 32)

Fixed:...........Value Related:........... Time Related :.........

1/1/32

Item

Recovery of expense and loss (clause 33)


1/1/33

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Item

Final account and final payment (clause 34)

Subclause 34.10 is hereby amended by the substitutionof the words "seven (7) calendar days" in the secondline by the words "final completion"

Subclause 34.11 is hereby amended by the substitutionof the words "thirty (30) calendar days" .


1/1/34

Item

Payment to other parties (clause 35)


1/1/35

Item

Termination by Employer - Contractor's default (clause36)


1/1/36

TERMINATION (A36 TO A39)

Item

Termination by Employer - loss and damage (clause 37)


1/1/37

Item

Termination by Contractor - Employer's default (clause38)


1/1/38

Item

Termination - Cessation of the Works (clause 39)


1/1/39

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Item

Settlement of Disputes (clause 40)


40.2 Where such disagreement is not resolved withinten (10) working days of receipt of such notice itshall be deemed to be a dispute and shall bereferred by the party which gave such notice toadjudication, where the adjudication will beconducted in terms of the edition of the JBCCRules for Adjudication current at the time whenthe dispute was declared.

Replace “arbitration” at the end of 40.3.4 with ”eitherarbitration where the arbitrator is to be appointed by thebody whose rules shall apply or court proceedings asstated in the contract data

Fixed:............Value Related:............ Time Related ........

1/1/40

DISPUTE (A40)

Item

Post tender provisions

The required post tender information shall be completedprior to contract signing, in consultation with thecontractor.

Clause 41.0

1/1/41

CONTRACT AGREEMENT

Item

Contractual agreement

The required information regarding the contractualparties and the accepted contract sum shall be insertedat contract signing.

Clause 42.0

1/1/42

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Given hereunder are all variables referred to in thePrincipal Building Agreement and which are set out in"Contract Data EC", prepared and published by theJoint Building Contracts Committee: Edition 5.0 Code2101-EC, July 2007.

CONTRACT DATA - EMPLOYER TOCONTRACTOR

1.1 Employer JohannesburgDevelopmentAgency.[1.2]

Postal address P O Box 61877Marshalltown

Code 2107Telephone (011) 688 7837Fax (011) 688 7863E-mail [email protected]/VAT registration No. 4440197178Physical address The Bus Factory

3 President StreetNewtown.

42.1 CONTRACTING AND OTHER PARTIES

1.2 Principal Agent : Threshold Project[5.1] Postal address : 43 Birchwood Court,

MontroseStreet, Vorna Valley ,Midrand.

Code 1686Telephone 011 655 7149Fax 086 767 8609E-mail [email protected]

1.3 Agent (1) Ikemeleng Architects[5.2] Agent's service Architect

Postal address 37 Quinn street,Newtown

Code 2001Telephone 011 832 3431Fax 011 32 [email protected]

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1.4 Agent (2) CSM[5.2] Agent's service Civil/Structural

EngineersPostal addressCodeTelephone 0861 276 266FaxE-mail [email protected]

1.5 Agent (3) AECOM[5.2] Agent's service Quantity Surveyors

Postal address PO Box 1642,Houghton

Code 2041Telephone 012 421 3500Fax 086 650 0711E-mail [email protected]

1.9 Interest of the principal agent, or other agents,in the[5.5] project

No1.10 The principal agent named in 1.2 herein before

is responsible for the preparation of thecontract data schedule and must be contactedshould the contractor be uncertain of theinformation provided, or to be provided.

2.1 The law applicable to this agreement(1.7)

South Africa

2.0 CONTRACT AND SITE INFORMATION:

2.2 Works identification.

In general terms, the works comprise thefollowing :-

Construction of a new library, public openspace and square, coffee shop, parkingfacilities and associated works including theheritage swimming pool complex.

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2.3 Site description

Brixton Park84 Mercury StreetJohannesburg2092.

2.4 Possession of the site is to be given on[15.2.1]

The intended date of possession of the site is tobe given within 5 working days of the"acceptance date", which shall be the date theemployer signs the acceptance of the offer(Form C1.1 - Form of offer and Acceptance)

2.5 Period for the commencement of the worksafter

(15.3) the contractor takes possession of the site

Immediately upon handover of the site.

2.6 Completion of the works in sections isrequired.[15.4, 28.0]

No

2.7 Waiver of the contractor's lien or right ofcontinuing possession is required.

[3.3, 31.16.2]Yes

2.8 Defined restrictions to the site area. Where"yes" the

(16.1) specific requirements are described below:Yes

The site will be limited by the boundary fenceindicated on the drawings and working space as definedin item 2.3 above and the contractor will be expected toconfine the work within those boundaries and withoutundue damage to the adjacent building and surfacesaround the site.

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2.9 Geotechnical investigation of the site has been[16.4] undertaken.

Yes

2.10 Existing premises will be occupied. Where"yes" the[16.6] specific requirements are described hereunder:-

No

2.11 Provision of temporary services is required.Where[16.7] "yes" the specific requirements are detailedelsewhere

in the contract documents (refer to Section B ;Preliminaries)

Yes

2.12 Protection of existing trees or shrubs is required.

(16.8) to be indentified at site inspection. No trees areto be removed without prior permission of theprinciple agent

Yes

3.1 Contract Works Insurance is to be effected by:-[10.1.1, 12.6]Contractor

For the sum of:-Contract sum + 30%with a deductible of: By Contractor -

Per insurance agentsrecommendation

3.0 INSURANCES AND SECURITIES

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3.2 Supplementary / Special insurance to beeffected by

[10.1.2, 11.1-3, 12.6]Contractor

For the sum of: R5 millionwith a deductible of: By Contractor - Per

Insuranceagents

recommendation.

3.3 Public liability insurance to be effected by:-[10.1.3, 12.6]Contractor

For the sum of: R10 millionwith a deductible of: By Contractor- As

Recommended

Insurance agent.

3.4 Support insurance to be effected by:-[11.1.1]N/A

3.5 Special insurance to be effected by:-[11.1.2-3, 12.1]N/A

4.1 For the works as a whole[24.3.,

0.05% of the contract sum per calender day30.1-3] PENALTY PER CALENDAR DAY:

4.2 for the work in sections

Not Applicable

4.0 PRACTICAL COMPLETION DATE ANDPENALTIES

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5.1 Construction document copies to be supplied[3.7] to the contractor free of charge.

1 copies

5.0 DOCUMENTS AND GENERAL

5.2 The priced document may be used as aspecification(3.9) of materials and goods and work methods.

No

5.3 The Contractor shall provide a schedule of rates(3.10)

Yes

5.4 Changes made to JBCC standard documents(3.11)

Yes

5.5 On acceptance of the tender, the priceddocument is

(15.1.1) to be submitted within the stated working days.

Submitted with Tender

5.6 Work to be undertaken by direct contractors asdetailed

below

(22.2) None anticipated at present but the Employerhas the right to employ direct contractors at a laterstage.

5.7 On achievement of sectional practicalcompletion the contractor(24.9) is to hand over manuals etc related to the worksas

listed below (but not limited to)

Electrical, Electronic, HVAC, Plumbing &Drainage, Fire Fighting, Waterproofing.

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5.8(31.12) The interim payment certificate: The contractoris to issue his claim to the quantity surveyor by the 10thof each month in preparation for the quantity surveyor toissue a valuation to the principal agent before the 20thof each month, failure to submit a claim will entitle thequantity surveyor to submit a reasonable value for theworks done.

(31.9) The employer shall pay the contractor theamount certified in an interim payment certificate withinthirty (30) calendar days of the date of receipt by theemployer of the payment certificate together with theinvoice

(34.10) The employer shall pay the contractor theamount certified in the final payment certificate withinthirty (30) calendar days of the date of receipt by theemployer of the final payment certificate together withthe invoice.

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All changes in detail are as listed below :

3.1 Deleted3.2 Amended3.3 Amended4.4 Amended7.2 Added7.3 Added14.9 Added14.10 Added15.3.1 Added17.3 Added18.5 Added19.4 Added20.1.2 Added20.11 Added21.11 Added23.1 Added26.1 Amended29.1.1 Added29.9 Amended31.4.2 Amended31.9 Amended31.10 Amended31.12 Amended34.10 Amended40.2 Amended40.3.4 Amended34.11 Amended

6.0 DETAILS OF CHANGES MADE TO THESTANDARD JBCC DOCUMENT

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I, the principal agent named in 1.2 above,declare that the information provided above iscomplete and accurate at the time of calling fortenders. Where necessary should any of theabove information need to be varied, tendererswill be forthwith informed thereof in writing.

Principalagent:.......................Date:..........................

7.0 DECLARATION BY THE PRINCIPALAGENT

Item

Definitions and interpretation.


Clause 1.0

1/1/43

SECTION B: ASAQS PRELIMINARIES1.0DEFINITIONS AND INTERPRETATION

Item

Checking of documents.

Upon receipt of detail drawings for any work, thecontractor shall, before putting thatwork in hand, ascertain that the dimensions given on thedetail drawings correspond with the dimensions of anyworks already built. In the event of the detail drawingsnot agreeing with works already built, the drawings shallimmediately be returned for alteration, as no claim forextra work in this regard will be entertained.


Clause 2.1

1/1/44

2.0 DOCUMENTS

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Item

Provisional bills of quantities .


Clause 2.2

1/1/45

Item

Availability of construction documentation.


Clause 2.3

1/1/46

Item

Previous work - dimensional accuracy.


Clause 3.1

1/1/47

3.0 PREVIOUS WORK AND ADJOININGPROPERTIES:

Item

Previous work - defects.


Clause 3.2

1/1/48

Item

Inspection of adjoining properties.


Clause 3.3

1/1/49

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Item

Samples of materials.

Clause 4.1 is hereby amended by the addition of thefollowing:-The contractor is referred to the Specificationdocument and its detailed requirements in terms of thecontractor timeously providing suitable samples ofmaterials, workmanship and labour. Approved samplesare required to remain on site representing the standardfor acceptability of similar work.

The principal agent may reject any materials or coloursnot corresponding with the approved samples.

Should any materials or items specified prove to beeither unavailable, in poor supply or likely to cause delayto the works, the contractor shall notify the principalagent in writing in sufficient time for suitable alternativesto be considered. Any claims for delays resulting fromthe contractor not conforming with the terms of thisclause will not be entertained or allowed.


Clause 4.1

1/1/50

4.0 SAMPLES, SHOP DRAWINGS ANDMANUFACTURER'S INSTRUCTIONS

Item

Workmanship samples.


Clause 4.2

1/1/51

Shop drawings

Clause 4.3 is hereby amended by the addition of thefollowing:-

General responsibilities

The Contractor shall provide a person or persons whoshall be available immediately upon commencement ofthe contract, whose responsibility will be:

1/1/52

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a) To familiarise himself with all drawings producedby the professional team. This will involve aclear understanding of services and element co-ordination performed by the architect, in orderthat subcontractors can be properly briefed.

b) To provide the professional team withcomprehensive lists of shop drawings to beprepared by relevant subcontractors.

c) To check all shop drawings for sufficiency priorto submission to the relevant employers agentin the professional team. It is expected thatsuch checking will include all co-ordination andpro-active resolution of any conflicting servicesand elements.

It is also noted that resolution of co-ordination problemswill require attendance at services and element co-ordination meetings, called by the principal agent asand when necessary.

Procedures

The contractor shall, at his own expense, prepare andsubmit one reproducible print of shop drawings of allfabricated work, working or setting out drawings, shopdetails and schedules to the principal agent forapproval by the relevant consultant/s and/or theemployer as is appropriate and such work shall not beperformed by the contractor until such approval hasbeen given. The contractor shall take cognizance ofand adhere to the Project Document NumberingSystem, if any, in use on this contract.

The contractor shall present a complete scheduleshowing the sequence of submission of shop drawings,including submission dates, for all trades and thescheduled dates for approval of all drawings. Thisschedule shall take into account that the relevantconsultant/s and the employer reserve a two weekscheck period from the date of the receipt of all shopdrawings and/or catalogue data.

All submissions shall be on dates as indicated in theabove schedule and sufficiently in advance to permit thecontractor to meet fabrication deadlines; no claim for

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extensions to the contract time will be granted to thecontractor by reason of his failure in this respect.

The contractor shall submit four copies of cataloguesand data for approval. The contractor shall check allsubmissions for conformity with the contract drawingsand specifications and correct any errors, omissions ordeviations before their transmission to the principalagent.

All submissions shall bear the contractor's dated stampof approval as evidence that they have been so checkedand corrected by the contractor. Any drawings,schedule or catalogue submitted without this stamp willnot be considered by the principal agent and will bereturned.

When the principal agent advises the contractor thatshop drawings have been approved, he shallimmediately submit to the principal agent the originals ofsuch drawings so that the principal agent's stamp ofapproval may be appended thereto. Thereafter thecontractor shall furnish to the principal agent fourprints of the approved shop drawings, setting outdrawings and schedules. The contractor shall alsofurnish to the works as many prints of the approvedshop drawings and schedules as may be required. Nowork shall be performed from any shop drawings and/orcatalogues not stamped with the principal agent'sapproval.

The contractor shall be responsible for ensuring that alldimensions confirm to the dimensions of built work.

The principal agent's approval of any document ordrawing shall not in any way vary his contractual ordelictual obligations and liabilities to the employer or anyother party, nor does it vary the contractual or delictualobligations and liabilities of the party submitting suchdocument or drawing for approval.

If the submissions differ from the requirements of thecontract, the contractor shall make specific mention ofeach difference in his letter of transmission with arequest for substitution, together with his reasons forsame, in order that, if acceptable, suitable action maybe taken by the principal agent. Otherwise the

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Item

contractor will not be relieved of the responsibility forexecuting the work in accordance with the requirementsof the contract.

Corrections of shop drawings by the principal agentshall not change the scope of work. Should any suchcorrection be considered to constitute a change ofscope of work, the contractor shall notify the principalagent in writing within not more than seven calendardays of such change and shall not proceed with thefabrication until so authorized by the principal agent.Claims for change of scope made after performance ofthe work constituting the claimed change of scope willnot be considered.

Unless otherwise agreed with the principal agent, shopdrawings shall be prepared to show all details ofinstallation, including reticulation, fixing, etc. of allcomponents and assemblies, or if the contractor desiresto deviate from the design and these drawings shall beall to accordance with the above procedures and at thecontractors expense.


Clause 4.3

Item

Compliance with manufacturers' instructions.


Clause 4.4

1/1/53

Item

Deposits and fees.


Clause 5.1

1/1/54

5.0 DEPOSITS AND FEES

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Item

Water.The contractor is referred to clause 1.4.10 in Part C3 ofthe bills of quantities and is hereby deemed to havemade due allowance for all costs arising from thisrequirement.


Clause 6.1

1/1/55

6.0 TEMPORARY SERVICES

Item

Electricity.


Clause 6.2

1/1/56

Item

Telecommunication facilities.


Clause 6.3

1/1/57

Item

Ablution facilities.


Clause 6.4

1/1/58

Item

Responsibility for prime cost amounts.


Clause 7.1

1/1/59

7.0 PRIME COST AMOUNTS

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Item

Special attendance on n/s subcontractors

Special attendance is not measured as these bills ofquantities are based on the sixth edition of theStandard System for Measuring Building Work.However, the Tenderers are advised to study thedrawings for special attendance requirements such asunloading, storing, placing in position, providing specialpower supplies, specific hoisting, crainage andscaffolding requirements, provision of temporary casingand/or other specific protection of the works, specialsecurity and clearing away rubbish are described indetail in the contract documents for use by n/ssubcontractors and the contractor must establish forhimself and allow herein for the exact extent of anyspecial attendance required by n/subcontractors,including taking down and re-erecting as may benecessary, as no claims by the contractor in this regardwill be entertained.


Clause 8.1

1/1/60

8.0 SPECIAL ATTENDANCE ON N/SSUBCONTRACTORS

Item

Protection of the works.

Fixed:............Value Related:............ Time Related ........

Clause 9.1

1/1/61

9.0 GENERAL

Item

Protection/isolation of existing/sectionally occupiedworks.


Clause 9.2

1/1/62

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Item

Security of the works.

The contractor shall provide and maintain twenty fourhour site security and loss control systems all to thesatisfaction of the principal agent. It is envisaged thatthese procedures will incorporate, inter alia, gate controlfor personnel and vehicles, individual entry permits,regular security patrols and the like.


Clause 9.3

1/1/63

Item

Notice before covering work.


Clause 9.4

1/1/64

Item

Disturbance.


Clause 9.5

1/1/65

Item

Environmental disturbance.


Clause 9.6

1/1/66

Item

Works cleaning and clearing.


Clause 9.7

1/1/67

Item

Vermin.


Clause 9.8

1/1/68

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Item

Overhand work.


Clause 9.9

1/1/69

PRE-TENDER INFORMATION

10.0 SCHEDULE OF VARIABLES

Pre-tender variables are given hereunder:-

Clause(and reference)

10.1 Provisional bills of quantities(2.2) The quantities are provisional.

Yes

10.2 Availability of construction documentation.(2.3) Construction documentation is complete.

No

10.3 Previous work - dimensional accuracy.(3.1) Not applicable.

10.4 Previous work - defects.(3.2) Not applicable.

10.5 Inspection of adjoining properties.(3.3) The contractor is referred to clause 1.4.6 inPart C3

of the bills of quantities and is herebydeemed to

have made due allowance for all costs arisingfrom

this requirement.

10.6 Water(6.1) Option A (by contractor)

Yes

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10.7 Electricity(6.2) Option A (by contractor)

Yes

10.8 Telecommunications(6.3) Telephone - Yes

Facsimile - YesE-mail - Yes.

10.9 Ablution facilities(6.4) Option A (by contractor)

Yes

10.10 Protection of the Works(9.1) The contractor shall specifically take whatevermeasure deems neccesary to protect finished work onceinstalled and any damage caused by the contractor shallbe made good at the exoense if the contractor.

10.11 Protection/isolation of existing/sectionally(9.2) occupied works.

Protection is required.Yes

10.12 Disturbance(9.5)

10.13 Environmental disturbance.[9.6]Products and services that pose a potentialenvironmental risk must be managed in accordance withthe applicable stipulations of the EnvironmentalManagement Standards (ISO14000).

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SECTION C : SPECIFIC PRELIMINARIES

10 000.00Item

Photographs (C1)

Clause 1.0 - Photographs

Provide the budgetary amount of R10 000 (TenThousand Rand) for the cost of certified photographs ofexsiting surrounds and existing facilities by aphotographer to be nominated by the principal agent.


1/1/70

SUPPLEMENTARY DOCUMENTATION

Item

As built drawings (C2).

Clause 2.0 - As built drawings

The position of construction breaks and the like are tobe recorded by the contractor on the structuralengineer's drawings and are to be submitted to theprincipal agent and the structural engineer for theirrecords.


1/1/71

Item

Site instructions (C3)

Clause 3.0 - Site Instructions.

Contract instructions issued on site are to be recorded intriplicate in an instruction book which is to be maintainedon site by the contractor.


1/1/72

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Item

Labour returns (C4).

Clause 4.0 - Labour returns.

The contractor shall be required to submit employmentdata on a monthly basis to the principal agent (clause1.3.1 of Part C3 herein).


1/1/73

Item

Ordering materials (C5).

Clause 5.0 - Ordering materials.

The contractor shall place orders timeoulsy formaterails or special articles that are required, Shouldthese bills of quantities be used for ordering materials,this shall be entirely at the Contractors risk.


1/1/74

Item

Tolerances (C6)

Clause 6.0 - Tolerances.

Some of the parts of the works are designed asrequiring strict tolerances that might require a specificorder in which some parts of the works are to beconstructed. The Tenderer’s attention is drawnparticularly to, for instance, some of the concrete floorswhich might require to be protected from the weather atan earlier stage than might otherwise be the case. Thecontractor will be deemed to have apprisedhimself/herself of all such aforesaid requirements and tohave made adequate provision therefore in the tenderedcosts and in the construction programme. All additionalcosts that might arise as a result of the contractorhaving failed to comply with these requirements will befor the contractor’s account


1/1/75

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Item

Site establishment (C7)

Clause 7.0 -Site establishment.

The contractor shall be required to comply with therequirements described in clause 1.4.5 of Part C3 of thebills of quantities.


1/1/76

Item

Site usage (C8).

Clause 8.0 - Site usage.



1/1/77

Item

Permits and wayleaves (C9).

Clause 9.0 - Permits and wayleaves



1/1/78

Item

Management of the works - (C10).

Clause 10.0 - Management of the works.



1/1/79

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500 000.00Item

EME/QSE Supervisor:(C11)Clause 11.0 - Supervisor:

One EME/QSE supervisor would be required for all workpackages in this regard.

Fixed:............Value Related:............ Time Related :.....

1/1/80

135 000.00Item

Local labour:(C12)

Clause 12 - Local labour - Community Liaison Officer:

Provide a budgetary amount to allow for CommunityLiaison Officer to be nominated by the principle agent.

1/1/81

Item

EME/QSE Mentor - (C13)

Clause 13 EME/QSE Mentor

Tenderers are to allow for a EME/QSE Mentor for thisproject.

Fixed:............Value Related:............ Time Related :...

1/1/82

ItemAllow for General Attendence1/1/83

Item

MATERIALS AND WORKMANSHIP (C14)

Clause 14- Guarantees for materials and workmanship

The contractor shall obtain written guarantees wherecalled for, addressed to the employer, from the firmssupplying the materials, or doing the work, and deliversuch guarantees to the principal agent prior to theissue of the certificate of final completion of theworks.

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Item

Unloading, hoisting, storing, and scaffolding - (C15)

Clause 15- Unloading, hoisting, storing, and scaffolding)

The Contractor to to provide necessary unloading,hoisting, storing, and scaffolding in the contract.

Any additional allowances required shall be deemed tohave been included in the contract by the tender sum.

NO OMISSION BY QUALIFICATION OF THIS ITEMWILL BE ACCEPTED.


1/1/84

Item

Permanent Access for affected property owners - (C16)

Clause 16- Permanent Access for affected propertyowners

It is a requirement of this contract that the contractorensures that all affected residents have access to theirproperties at all times, including after-hours and onweekends. In this respect, the contractor is herebydeemed to have instituted the necessary investigationsinto this matter, including all the implications associatedtherewith, and made due cost and other allowance in histender in this regard, especially in respect of clause1.1.5 of Part C3 of the bills of quantities.


1/1/85

Item

Overtime (C17)

Clause 17- Overtime

The additional costs of overtime work shall not be forthe employer's account except when prior writtenagreement thereto is given by the principal agent.

1/1/86

FINANCIAL ASPECTS

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Item

Copyright - (C18)

Clause 18- Copyright

The ownership of the copyright in and to: all drawings,specifications, models and documents of any naturedelivered to the contractor or produced by or on behalfof the contractor in connection with the works; and, theartistic character and/or artistic design of the works,shall remain vested in and/or is hereby assigned to theemployer by the contractor.

1/1/87

GENERAL

Item

Resident Engineer (C19) Clause 19 - Main contractor toprovide a lockable private office for the residentengineer, including air conditioning, desk (1800 x900mm), High standard office chair, two visitors' chairs,small fridge, access to printing facilities andpaper,internet,220v plug point covered parking space,PPE and access to site for the whole duration that theresident engineer is needed on site.Refer to SANS 1200(AB).

1/1/88

ItemTraining (C20) Clause 20 - Main contractor to allow fortraining to SMME and community labourers.

1/1/89

Item

EME/QSE (C21) Clause 21 - Main contractor to allow forPreliminary and General relating to EME/QSE workpackages.

1/1/90

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AmountItemNo

Quantity Rate

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BILL NO. 2

EARTHWORKS

NOTE: Tenderers are required to study the ModelPreambles for Trades and the ProjectSpecification before pricing the bills ofquantities.

----------------------------------

PREAMBLES

SUPPLEMENTARY PREAMBLES

The contractor shall notify the principal agent as soonas the excavations are ready to receive foundations andno building work may be started until the principalagent has approved the excavations in writing.

Excavations generally

Any excavation taken out below the excavation shownon drawings, or required by the principal agent in orderto obtain a solid foundation, or for other reasons, shallbe filled in by the contractor, at his own expense, with10Mpa concrete.

The nature of the ground is assumed to be gravel,therefore "earth", but possibly interspersed with"intermediate material", or "hard rock".

Nature of ground

For all excavation measurement purposes only, theclassification of excavated materials shall be inaccordance with SANS1200D clause 3.1, unlessotherwise described.

Classification of excavated materials other than"earth"

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EARTHWORKSBill No. 2MAIN CONTRACTORSection No. 1


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3.1 CLASSIFICATION FOR MEASUREMENTPURPOSES.3.1.1 Method of Classifying. The Contractor may useany method he chooses to excavate any class ofmaterial, but his chosen method of excavation shall notdetermine the classification of the excavation. TheEngineer will decide on the classification of thematerials excavated. The classification will be based oninspection of the material to be excavated and on thecriteria given in 3.1.2 (a) to (e), as applicable. Allequipment specified in 3.1.2 (a) to (c) shall be in goodmechanical condition. "Efficiently", as used in 3.1.2 (a)to (c) shall be deemed to mean, "in a manner that canreasonably be expected of a contractor, having regardto the production achieved".In the event of a disagreement between the Contractorand the Engineer, it shall be the responsibility of theContractor, if so required and subject to the terms ofsubclause 4.1 of SABS 1200D-1988, to make availableat his own expense such mechanical equipment as isspecified in 3.1.2 (a) to (c), in order to assess thereasonable removeability, or otherwise, of thematerial.The Engineer 's decision on the classificationshall then, subject to the relevant provisions of theContract, be binding.

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3.1.2 Classes of Excavation . The excavation of materialwill be classified as follows, for purposes ofmeasurement only:-(a) Soft Excavation .(1) "Soft excavation", other than in "restrictedexcavation", shall be excavation in material that can beefficiently dug out, or loaded, without prior ripping, byany of the following plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]approximately 22-metric tons and flywheel powerapproximately 145kW, or(ii) a tractor-scraper unit of total mass [including mass ofripper, if fitted] approximately 28-metric tons andflywheel power approximately 245kW, pushed duringloading by a bulldozer equivalent to that specified in (b)(1) hereunder, or(iii) a track type front-end loader of mass [includingmass of ripper, if fitted] approximately 22-metric tonsand flywheel power approximately 145kW.(2) In the case of restricted excavation, "soft excavation"shall be excavation in material that can be efficientlydug out by a back-acting excavator of flywheel powerapproximately 0.10 kW per millimetre of tined-bucketwidth, without the use of pneumatic tools such aspaving-breakers.

(b) Intermediate Excavation .(1) "Intermediate excavation", other than in "restrictedexcavation", shall be excavation in material that can beefficiently ripped by a bulldozer of mass approximately35-metric tons, fitted with a single-tine ripper suitable forheavy ripping and flywheel power approximately 220kW.(2) In the case of restricted excavation, "intermediateexcavation" shall be excavation in material that requiresa back-acting excavator of flywheel power exceeding0.10 kW per millimetre of tined-bucket width, or the useof pneumatic tools such as paving-breakers, beforeremoval by equipment equivalent to that specified in (a)(2) hereinbefore.

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(c) Hard Rock Excavation .(1) "Hard rock excavation", other than in "restrictedexcavation", shall be excavation [other than "boulderexcavation"] in material that cannot, before removal, beefficiently ripped by a bulldozer equivalent to thatspecified in (b) (1) hereinbefore.NOTE: Such excavation generally includes materialsuch as formations of unweathered rock that can beremoved only after blasting, or wedging and splitting.(2) In the case of restricted excavation, "hard rockexcavation" shall be excavation in material [excludingboulder excavation] that cannot be efficiently removedwithout blasting, or wedging and splitting.

(d) Boulder Excavation Class A.(1) "Boulder excavation class A", shall be excavation inmaterial containing more than 40% by volume ofboulders of size in the range 0.03 to 20m3 , in a matrixof soft material, or smaller boulders. Excavation indolomite formations, other than solid dolomite, will beclassed as "boulder excavation class A", if the formationcontains more than 40% by volume of lumps of harddolomite of a size in the range 0.03 to 20m3, in a matrixof soft material, or smaller lumps of hard dolomite.Excavation of solid boulders, or lumps of size exceeding20m3, will be classed as "hard rock excavation".Excavation of fissured, or fractured, rock will not beclassed as "boulder excavation" but as "hard rock", or"intermediate excavation", according to the nature of thematerial.

(e) Boulder Excavation Class B.(1) "Boulder excavation class B", shall be excavation ofboulders only, which(1) are in material containing 40%, or less, by volume ofboulders of size in the range of 0.03 to 20m3, in a matrixof soft material, or smaller boulders and which(2) require individual drilling and blasting in order to beloaded by a track-type front-end loader, or back-actingexcavator, as the case may be, as specified in (a) (1), or(a) (2) hereinbefore.The excavation of the rest of the material will be classedas "soft", or "intermediate excavation", according to thenature of the material.

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If the contractor considers that any of the excavationsare more difficult in nature than excavations in "earth",he shall immediately notify the principal agent andquantity surveyor in writing. If the contractor fails tomake such notification, the excavations shall be deemedto be in "earth" and shall be measured, and valued,accordingly.

The contractor may, with the prior written permission ofthe principal agent and in terms of the conditions ofcontract, use any method he chooses to excavate anyclass of material, but his chosen method of excavationshall not determine the classification of the materialsexcavated.

No blasting will be allowed without the prior writtenpermission of the principal agent.

Blasting

If any blasting is necessary, the contractor shall takeevery precaution to protect the works and persons,animals and property, in the vicinity of the works. Thecontractor will be held responsible for any injury, loss,and/or damage, caused by such blasting operations andshall make good such loss and/or damage at his ownexpense.

The contractor shall be responsible for the risk ofcollapse of all excavated faces.

Risk of collapse

Where excavations do not exceed 1.5m deep, thenature of the precautions to be taken shall be entirely atthe contractor's discretion. The contractor shall eitherprovide temporary support to the excavated faces, orcarry the risk of collapse of the faces, with all itsimplications and possible consequential costs.Where excavations exceed 1.5m deep, the contractorshall maintain all excavated faces, in accordance withStatutory and local Authority Regulations, and beresponsible for the resultant, and consequential, costs ofany failure in the aforesaid face-maintenance/s.

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Excavations for working space shall include anyadditional risk of collapse so incurred.

Working space risk of collapse

The contractor shall protect the excavations from theingress of water. Any water which occurs in theexcavations, whether as a result of rain, or othercauses, except subterranean water, shall immediatelybe removed by baling, pumping, or other approvedmethod.

Keeping excavations free of water

Descriptions of carting away of excavated material shallbe deemed to include loading excavated material ontotrucks directly from the excavations, or from stock pilessituated on the building site. The contractor is herebydeemed responsible for the choice of dump site. If suchdump site is foreclosed, or becomes unavailable, for anyreason, it remains the contractor's responsibility toprovide a suitable replacement dumpsite at no additionalcost to the employer.

Carting away of excavated material

Notwithstanding the reference to prescribed multiplehandling in clause 1 page 6 of the Standard System ofMeasuring Building Work, prices for filling and backfillingshall include for all selection and any necessary multiplehandling of material.

Filling

Unless otherwise described, all "filling" and "backfilling"is hereby deemed to be compacted to93%Mod.AASHTO dry density.

Compaction of all "filling" and "backfilling"

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Descriptions of "removing", or "carting away", of suchmaterial shall be deemed to include loading suchmaterial onto trucks directly from the works, or,alternatively, from stock piles situated on the site, andtaking such material to a registered dump-site that hasbeen located off-site by the contractor for suchdisposal.The contractor is hereby deemed to be responsible forthe choice of dumping site. If a dump-site located off-site by the contractor is foreclosed, or unavailable, forwhatever reason, it remains the contractor'sresponsibility to timeously obtain a suitable replacementdump-site without additional cost to the employer.

Removal, or carting away, of excavated material, ordemolished, or other, materials arising from theearthworks

"Working space" which might be required for purposesof the contractor placing-and-removing formwork, orconstructing brick linings, or for purposes of executingany other ordinary builder's work, is deemed notmeasurable where the excavation to which such"working space" refers constitutes a horizontaldimension of 500mm, or more, between the excavatedvertical face and the face of the structure being built.

"Working space"

Where "working space" is measurable, it shall bedeemed to include all additional excavation, includingsetting aside suitable excavated material for use asback-filling, trimming sides, levelling and rammingbottoms, risk of collapse to sides of such excavations,keeping such excavations free of water from all sources,back-filling and compacting to 98% Mod.AASHTO drydensity and removing surplus excavated material.

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The contractor will not be entitled to claim for the costof density, and/or any other, tests that are required interms of the specification of earth and other materialsrequired for "filling" works, where such tests are aroutine requirement contained in the descriptionassociated with such parts of the works, and where thecosts of such tests are therefore an integral cost of theexecution of such parts of the works.The contractor will only be reimbursed for the"additional" cost of density, and/or any other, tests thatare specifically prescribed in terms of a contractinstruction, and which tests represent additionalundertaking by the contractor to that required by theaforesaid specification.

"Density Tests on Earth and other Filling Materials"

A budgetary allowance in these bills of quantities ishereby deemed to mean a sum of money included in thecontract sum for work intended for execution by thecontractor, the extent of which is identified but notdetailed (refer to clause 1.1 of the Agreement ). Suchwork will be evaluated in terms of the conditions ofcontract.

Budgetary allowance

Item

The contractor is to submit to the principal agent, priorto the commencement of any contractor's work, awritten method statement in respect of the contractor'sproposed site establishment, service arrangements, siteclearance, excavation, location of spoil heaps, etc., forwritten approval.

If the contractor fails to comply with this requirementand any "additional" expense is incurred as a result ofthe contractor's unilateral choice of the location of hisestablishment, or any other such unilateral decision bythe contractor, the consequential cost of rectifying suchsituation will be for the contractor's account.

1/2/1

METHOD STATEMENT

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Item

The contractor shall verify all levels on site to anapproved detail, and report in writing thereon to theprincipal agent before commencing the construction ofthe works.

1/2/2

EXISTING WORK

Item

Insofar as is reasonably possible, the contractor shallidentify, and expose where so directed by the principalagent, all underground services on site.

1/2/3

BULK EXCAVATION, FILLING, ETC.

2 544m3Excavate not exceeding 2m deep to reduce levels toreceive surface beds.

1/2/4

Excavation in earth not exceeding 2m deep

280m3Intermediate material.1/2/5

Extra over trench and hole excavations in earth forexcavation in

432m3Hard rock.1/2/6

CARTING AWAY

2 517m3Surplus material from excavations and/or stock piles onsite to a dumping site to be located by the Contractor

1/2/7

Extra over all excavations for carting away

ItemKeeping excavations free of water1/2/8


EARTH FILLING, ETC.

2 517m3Over site1/2/9

Bulk earth filling obtained from the bulk excavationsand/or prescribed stockpiles on site compacted to95% Mod. AASHTO density

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1 010m3Over site1/2/10

Bulk earth filling supplied by the contractorcompacted to 95% Mod. AASHTO density

3No"Modified AASHTO [American Association of StateHighway and Transportation Officials] Density" test.

1/2/11

Prescribed density tests on filling

3No"Natural California Bearing Ratio" test.1/2/12

3No"Road Indicator" test.1/2/13

3No"Field Density" test including "Optimum MoistureContent" (four readings per test).

1/2/14

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 3

CONCRETE, FORMWORK ANDREINFORCEMENT


----------------------------------

PREAMBLES

All floors/screeds are to be laid in accordance withSABS 0155 - 1980 Accuracy in Buildings and SABS0155-1980.


The costs of making, storing and testing of concrete testcubes as required under clause 7 "Tests" of SABS 1200G shall include the cost of providing cube mouldsnecessary for the purpose, for testing costs and forsubmitting reports on the tests to the principal agent.The testing shall be undertaken by an independent firm,or institution , nominated by the contractor to the writtenapproval of the principal agent. (Test cubes aremeasured separately)

Cost of tests

Breeze concrete shall consist of twelve parts clean dryfurnace ash, free from coal, or other foreign matter, toone part cement (12:1), the ash graded up to particleswhich will pass a 16.5mm ring from a minimum whichfails to pass a 4.75mm mesh. The finer materials fromthe screening are to be first mixed with the cement intoa mortar and the ash added afterwards and thoroughlyincorporated.

Breeze concrete

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CONCRETE, FORMWORK AND REINFORCEMENTBill No. 3MAIN CONTRACTORSection No. 1


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Descriptions of formwork shall be deemed to includeuse and waste only (except where described as "left in",or "permanent"), for fitting together in the requiredforms, wedging, plumbing and fixing to true angles andsurfaces as necessary to ensure easy release duringstripping and for re-conditioning as necessary before re-use.

Formwork

The vertical strutting shall be carried down to suchconstruction as is sufficiently strong to afford therequired support without damage and shall remain inposition until the newly constructed work is able tosupport itself.

Formwork to soffits of solid slabs, etc., shall be deemedto be to slabs not exceeding 250mm thick, unlessotherwise described.

Formwork to soffits of slabs, beams, etc., shall bedeemed to be propped up exceeding 1.5m and notexceeding 3.5m high, unless otherwise described.

Formwork to sides of bases, pile caps, ground beams,etc., will only be measurable where it is prescribed inwriting by the principal agent for design reasons.Formwork necessitated by irregularity, or collapse ofexcavated faces, will not be measured and the costthereof shall be deemed to be included in the allowancefor taking the risk of collapse of the sides of theexcavations, provision for which risk is made in"Earthworks".

See Plasterer bill.

LIGHTWEIGHT CONCRETE

UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

24m3Surface blinding to receive footings and bases.1/3/1

10MPa/19mm concrete

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REINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACE

62m3Strip footings1/3/2

30MPa/19mm concrete:

77m3Bases.1/3/3

341m3Surface beds cast in panels on waterproofing.1/3/4

13m3Stub columns in foundations.1/3/5

4m3Upstand beams.1/3/6

8m3Raft foundation beams1/3/7

9m3Raft foundation surface beds cast in panels onwaterproofing

1/3/8

22m3Slabs including beams and inverted beams1/3/9

Reinforced Concrete cast in formwork

7m3Stairs including landings, beams and inverted beams.1/3/10

14m3Ramps.1/3/11

103m3Beams.1/3/12

41m3Columns.1/3/13

95NoMaking and testing 150 x 150 x 150mm concretestrength test cube.

1/3/14

TEST CUBES

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CONCRETE SUNDRIES

51m2Concrete slabs, ramps, in panels to falls.1/3/15

Finishing top surfaces of concrete smooth with asteel trowelled finish on green 250 micronpolyethylene sheeting to comply with SABS 952Type C with minimum 150mm lap to DPC tobrickwork.

57m2Surface beds, ramps, in panels to falls.1/3/16

Finishing top surfaces of concrete smooth with awood float

2 456m2Surface beds, in panels.1/3/17

Finishing top surfaces of concrete smooth with apower-float. Particular attention is to be paid to theaccuracy of the tolerances that will be acceptable bythe principal agent in respect of the finishingdetails. Unacceptable tolerances will be rectified andthe cost of rectifications and/or replacement workwill be at the contractor's expense

80m2Surface beds, slabs, etc1/3/18

Polished concrete flooring, including exposingaggregate and Sika 'Curehard 24' or similarapproved applied to manufactures specification -Matt Finish.Supplier: Polished Concrete Flooring(Tel: +27 (0)11 100 3086 / +27 (0)79 389 8690)

GENERAL FORMWORK [NOT TO CONCRETEDESIGNED BY THE CONTRACTOR]

ROUGH FORMWORK (DEGREE OF ACCURACYII)

208m2Bases1/3/19

Rougth formwork to sides and soffits

129m2Rectangular stub columns in foundations.1/3/20

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219m2Beams propped not exceeding 3.5m high1/3/21

692m2Beams propped exceeding 3.5m and not exceeding 5mhigh

1/3/22

482m2Sides of ground-beams.1/3/23

94m2Sides of strip footings1/3/24

59m2Soffits of slabs not exceeding 250mm thick1/3/25

Rough formwork to soffits

51m2

Soffits of slabs exceeding 250mm and not exceeding500mm thick propped up exceeding 1.5m not exceeding3.5m high.

1/3/26

48m2Soffits of stair landings.1/3/27

20m2Treads and risers1/3/28

SMOOTH FORMWORK (DEGREE OFACCURACY II)

16m2Rectangular columns.1/3/29

Smooth and fair formwork to sides

276m2Rectangular columns with total height not exceeding3.5m above bearing level

1/3/30

101m2Rectangular columns with total height exceeding 3.5mand not exceeding 5m above bearing level

1/3/31

91m2Rectangular columns with total height exceeding 3.5mand not exceeding 5m above bearing level.

1/3/32

60m2Rectangular columns with total height exceeding 5mand not exceeding 6.5m above bearing level

1/3/33

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142m2Isolated beams propped up exceeding 1.5m and notexceeding 3.5m high.

1/3/34

Smooth formwork to sides and soffits

98m2Isolated beams propped up exceeding 3.5m and notexceeding 5m high.

1/3/35

278m25 x 25mm Vertical chamfer at corner.1/3/36

Boxing in special formwork to form:

131m25 x 25mm Chamfer along top or bottom edge.1/3/37

MOVEMENT JOINTS ETC

87mNot exceeding 300mm wide.1/3/38

10mm Thick soaked softboard with approvedsealant slip joints between vertical concrete andbrick surfaces, including cement mortar bed

576mSurface beds not exceeding 200mmm thick.1/3/39

Horizontal keyed construction joints throughconcrete, 10 x 10mm approved sealant withpolyethylene bond-breaker backing tape, including10mm thick jointex with 10 x 10 tear off strip.

376mNot exceeding 150mm high vertically between edges ofsurface bed and masonry walls.

1/3/40

Isolation joints with closed cell expandedpolyethylene filler between vertical concretesurfaces

69mNot exceeding 150mm high vertically between edges ofsurface bed and concrete columns

1/3/41

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691m

3 x 50mm Saw-cut joints in top of concrete, reamed to10 x 10mm a minimum of seven days after concrete iscast, with approved joint sealant with backing cord andbond breaker strip.

1/3/42

Saw-cut joints

REINFORCEMENT

11.17tVarious diameter bars.1/3/43

Mild steel reinforcement to structural concrete work

46.89tVarious diameter bars.1/3/44

High tensile steel reinforcement to structuralconcrete work

4 286m2Ref. 193 in concrete surface beds, etc.1/3/45

Welded steel mesh reinforcement

207No

20mm Diameter x 350mm long high tensile steel dowel,including casting one half into surface bed, coated inbituminous bond-breaker, reinforcing-stools, expansion -cap with Jointex, other half of dowel cast into abuttingconcrete.

1/3/46

DOWELS

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 4

WATERPROOFING


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PREAMBLES


Waterproofing of roofs shall be laid under a ten yearguarantee. Waterproofing to roofs shall be laid to evenfalls to outlets, etc., with necessary ridges, hips andvalleys. Descriptions of sheet, or membrane,waterproofing shall be deemed to include additionallabour to turn-ups and turn-downs.

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Waterproofing

DAMPPROOFING OF WALLS AND FLOORS

2 376m2Under surface beds1/4/1

One layer 250micron polyethylene waterproofsheeting (SANS 952-1985 type C) with minimum150mm laps

106m2Under raft foundation1/4/2

195m2In walls.1/4/3

One layer 375micron polyethylene waterproofsheeting (SANS 952-1985 type C) with minimum150mm laps

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WATERPROOFINGBill No. 4MAIN CONTRACTORSection No. 1


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WATERPROOFING TO ROOFS, BASEMENTS,ETC

51m2On flat roofs.1/4/4

Clean down, prepare, prime, one layer 4mm thickDerbigum SP4 torch-on waterporoofing membranewith 75mm side-laps and 100mm end-laps laid"torch-on", including two coats bituminousaluminium paint, all by approved Derbigumapplicator

593m2On bottoms and sides of planter boxes1/4/5

301m150mm Girth fibreglass/polyester membrane sealed tomasonry or concrete surface, as flashing.

1/4/6

79mAdditional membrane 300mm girth at internal andexternal angles.

1/4/7

17NoAdditional membrane around pipe penetration.1/4/8

PROTECTIVE ROOFING PAINT

51m2On waterproofing to roofs.1/4/9

Two coats "Silvakote" bituminous aluminium paint

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WATERPROOFINGBill No. 4MAIN CONTRACTORSection No. 1



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 5

ROOF COVERINGS


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PREAMBLES

INDOOR SPORTS COURTS

Item

Roof sheeting and its accessories is to be guaranteedagainst failure in material and workmanship for a periodof 10 years after the date of practical completion.

1/5/1

PROFILED METAL SHEET ROOFING

2 326m2Roof covering in single lengths not exceeding 3m, fixedover insulation (insulation elsewhere measured).

1/5/2

Safintra 0.50mm thick "SAFLOK 700 ColorplusAZ150", or equal and approved, roof sheeting andaccessories with "Chromadek" permanent finish(Colour: "Rain Cloud") on one side, the sheetingfixed to steel purlins

66m

300mm Wide open valley, including fair raking cuttingboth sides and sloping valley gutter with supportingbrackets.

1/5/3

43No

Extra over on valley for purpose-made closure piece atjunction of head of valley with inner corner of masonryparapet wall.

1/5/4

67mExtra over ridge capping1/5/5

121mExtra over side aluminium capping1/5/6

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ROOF COVERINGSBill No. 5MAIN CONTRACTORSection No. 1


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46NoExtra on valley for fair end at junction of bottom of valleywith eaves gutter.

1/5/7

252mSide wall flashing 550mm girth, against abutting side-walls.

1/5/8

326m

Cover flashing 500mm girth, against abutting side-walls,including cutting groove in masonry or concrete walls,bending cover flashing into groove, grouting solid andpointing.

1/5/9

262mNarrow and broad rib sheet filler.1/5/10

81mMoulded narrow and broad rib polyethylene filler blocks.1/5/11

76m2Roof covering in single lengths not exceeding 3m, fixedover insulation (insulation elsewhere measured).

1/5/12

Safintra 0.50mm thick "NEWLOK Colorplus AZ150",or equal and approved, roof sheeting andaccessories with "Chromadek" permanent finish(Colour: "Rain Cloud") on one side, the sheetingfixed timber trusses

42mSide wall flashing 550mm girth, against abutting side-walls.

1/5/13

22m

Cover flashing 500mm girth, against abutting side-walls,including cutting groove in masonry or concrete walls,bending cover flashing into groove, grouting solid andpointing.

1/5/14

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INSULATION

2 006m2

Insulation laid taut over steel purlins (which are atapproximately 1.5m centres), fixed concurrently with roofcovering, twice-stapled foil-edge joints, including whitePVC coated straining wires at 300mm centres [the rooftrusses are curved - but insulation measured horizontallyflat].

1/5/15

100mm Thick non-combustible, light-weight,"Factorylite", or equal and approvedd, insulationwith white metalised foil facing on one side, withthermal resistance of 2.56m2.KW

389m2Insulation to exposed steel trusses1/5/16

Lambdaboard laminated polyisocyanurate coreboard, minimum of 34kg/m³ core density, minimumthickness of 90mm with thermal resistance of 3.75Km²/W, including one coat primer professioalwaterbased gypsum sealer and two coatsporfessional super matt, colour to be specified byarchitect.

ItemTest the roof sheeting for watertightness.1/5/17

Watertight testing

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 6

CARPENTRY AND JOINERY


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PREAMBLES


Hardwoods - All meranti shall have a minimum densityof 550kg per cubic metre at a moisture content of 12%(J.3).

Infection and pre-treatment of timber - The type ofpreservative used shall be appropriate to the use ofsuch timber. Unless otherwise described, any prescribedtreatment shall comply with SABS 10005 (J.4).

Joinery - No joinery shall be primed until it has beeninspected and approved in writing by the principalagent (J.9).Counter tops, etc., shall be constructed of suitably wideboards with glued butt-joints. Boards shall be in singlelengths but, where this is not possible, the heading jointsshall be staggered. Toips shall be secured with metal, orhardwood, "buttons" (J.9). All joinery shall bemanufactured under similar climatic conditions to thoseprevailing in the permanent location of such joineryworks (J.9).

Joinery

Descriptions of frames shall be hereby deemed toinclude frames, transoms, mullions, rails, etc.

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CARPENTRY AND JOINERYBill No. 6MAIN CONTRACTORSection No. 1


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Descriptions of hardwood joinery shall be herebydeemed to include pelleting of bolt holes with pelletsmade from the same type of hardwood, that matchesthe colour and grain.

In the case of wrot wood, the dimensions given are theNETT dimensions, which account for a nominal 3mmplaned off each such wrot face. The contractor ishereby deemed to have taken account of this in hisprices.

Items described as "nailed" shall be deemed to be fixedwith hardened steel nails or shot pins to brickwork orconcrete.

Fixing

Decorative laminate finish

Laminate finish shall be glued under pressure. Edgestrips shall be butt-jointed at junctions with adjacentsimilar finish.

Decorative laminated finish

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DOORS, ETC.

1NoD01 - Overall size 1000 x 2380mm high. Refer toDrawing No AR/BSC-P2/703.1

1/6/1

Semi solid timber doors with commercial veneer onboth sides for painting included, with 348 fanlightcomplete with and including 4mm thick clearglazing, 1.5 thick pair hinges and lock jamb, top andtie bar unit complete.

4mD01 - Overall size 900 x 2064 mm high. Refer toDrawing No AR/BSC-P2/701.1

1/6/2

1NoD03 - Overall size 1 000 x 2 380mm high. Refer toDrawing No AR/BSC-P2/703.1 (Toilet Lobby Door)

1/6/3

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2No

D04 - Overall size 900 x 2 380mm high. Refer toDrawing No AR/BSC-P2/702.4 (Male & Female AblutionDoor-Coffee Shop)

1/6/4

Semi solid timber doors with commercial veneer onboth sides for painting included, with 348 fanlightcomplete with and including 6.38mm thick clear PGIntruderprufe glazing, 1.5 thick pair hinges and lockjamb, top and tie bar unit complete.

1No

D05 - Overall size 1 000 x 2 380mm high. Refer toDrawing No AR/BSC-P2/702.5 (Paraplegic Door-CoffeeShop)

1/6/5

6NoD03 - Overall size 1000 x 2380mm high. Refer toDrawing No AR/BSC-P2/701.6 (Lib-05)

1/6/6

Semi solid timber doors with commercial veneer onboth sides painted including, 1.5 thick pair hingesand lock jamb, top and tie bar unit complete.

1No

D01 - Overall size 1800 x 2032mm high. Refer toDrawing No AR/BSC-P2/702.1 - (Coffee Shop - Serviceentry kitchen)

1/6/7

Fire rated solid timber door with viewing panelincluding commercial veneer paint on both sides,with 348 fanlight complete with 1.5 thick pair hingesand lock jamb, top and tie bar unit.

1No

D02 - Overall size 1500 x 2032mm high. Refer toDrawing No AR/BSC-P2/702.2 - (Coffee Shop - Kitchendoor)

1/6/8

Fire rated solid timber door with two 450x250mm6.5mm thick intruderpriufe NS laminated safetyglazing viewing panel including commercial veneerpaint on both sides ,with 348 fanlight complete with1.5 thick pair hinges and lock jamb, top and tie barunit, aluminium glazing beads with noeprene gasket.

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1NoD03 - Overall size 1000 x 2380mm high. Refer toDrawing No AR/BSC-P2/702.3 (Coffee shop - Kitchen)

1/6/9

Fire rated solid Bitcon Rubidor Class B fire resistanttimber door with commercial veneer paint on bothsides including 250 x 450mm viewing panel madeof double glazed clear Georgian wired glass withbrushed stainless steel frame surround includingaluminium galzing beeds and neoprene gasket ,with348 fanlight complete with 1.5 thick pair hinges andlock jamb, top and tie bar unit complete.

4NoD2 - Overall size 762 x 2 032mm high. Refer toDrawing No AR/BSC-P2/703.2 Service Duct Door.

1/6/10

Semi solid timber duct door with commercial veneeron both sides for painting included, complete with1.5 thick pair hinges and lock jamb, top and tie barunit complete.

1No

D02 -Semi solid door 762 x 2064mm high, with 400 x300mm opening for louvre (D02).Refer to Drawing NoAR/BSC-P2/703.2

1/6/11

2No

D4 -Semi solid door 1000 x 2032mm high, with 400 x300mm opening for louvre (D4).Refer to Drawing NoAR/BSC-P2/701.4

1/6/12

1NoD05 - Overall size 875 x 1875mm high. Refer toDrawing No AR/BSC-P2/701.5 (Lib -0/09, Lib-0/20)

1/6/13

Flush panelled single leaf and swing rebated doorby specialist with commercial veneer on both sidesfor painting, hung to and including door framepainted complete.

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 7

CEILINGS AND PARTITIONS


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PREAMBLES


Items described as "nailed" shall be deemed to be fixedwith hardened steel nails, or pins, or to be shot-pinned,to brickwork, or concrete.

Descriptions

Items described as "plugged" shall be deemed toinclude screwing to fibre, plastic, or metal plugs at notexceeding 500mm centres, and where described as"bolted", the bolts have been given elsewhere.

Items described as "bolted" are hereby deemed toinclude holing for bolts at not exceeding 600mm centres,the bolts being measured elsewhere.

Notches and holes that do not exceed 300mm diameter,or 0.07m2 in area, are hereby deemed to be included inthe descriptions of the ceilings, bulkheads and partitions,and no claim for additional costs arising from thetenderer having failed to take this into account will beacceptable.Openings that exceed 300mm diameter, or 0.07m2 inarea, are measured in number as "Extra over ceiling", or"Extra over bulkhead", or "Extra over partition", anddescriptions are hereby deemed to include additionaltrimmers, hangers, etc., insofar as they apply, andmaking good.

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CEILINGS AND PARTITIONSBill No. 7MAIN CONTRACTORSection No. 1


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Unless otherwise described, ceilings shall be deemed tobe horizontal.

Ceilings

Electrical light fittings, diffusers, panels, etc., aregenerally "lay-in" units of the same dimensions as thesuspension grid and the contractor is hereby deemedto have made adequate provision in his cost rates fortheir support, inclusive of any flexibility in setting out thatmay be required (ceiling panels have not been deductedand pricing is to take cognisance thereof).

"Bulkheads" are hereby deemed to be those elements ofthe ceiling which are at a lower level to the generalsurrounding ceiling in a particular location. "Bulkheads"generally occur along, but are not necessarily limited to,the perimeter of such a location. The purpose of a"bulkhead" is hereby deemed to be to conceal services,or to create an architectural feature, or to fulfill bothsuch purposes.

"Bulkheads"

A "bulkhead" will only be measurable as such when itconforms to the above-mentioned description and whenits horizontal, and vertical, dimension does not exceed 1200mm. If the horizontal dimension exceeds 1 200mm,such work will be measured as part of the "horizontalceiling" work.

If the vertical dimension of such work exceeds 1200mm, it will be measured as "Vertical step inhorizontal ceiling", in lineal metres.

Unless otherwise described, bulkheads shall be deemedto be horizontal along the length.

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Claims by the contractor for payment for work that isdeemed measurable, in respect of the conditions ofcontract, and which comprises:-

(1) leaving, or forming, holes and notches throughceilings, bulkheads, partitions and parts thereof for theaccommodation of services (pipes, cables, ducts, etc.),and(2) sealing around holes and notches for fire-proofingand/or acoustic insulation purposes,

must be timeously substantiated by the contractor bymeans of his obtaining formal, written, itemised,authorisation from the party responsible for theinstruction of such work. Failure by the contractor tocomply with the requirements described in items (1) and(2) hereinbefore will invalidate any such claim by thecontractor and the costs of such work will be for thecontractor's account.

It is the contractor's responsibility to give reasonablewritten notice to the principal agent for the purposes ofmutually viewing and evaluating, at a reasonable timethat is mutually convenient, the abovementioned workwith the contractor before such work is covered up.Failure by the contractor to comply with such noticerequirements will require the contractor to expose, andre-cover, such work, for the purposes of its due viewingand evaluation, at the contractor's own cost.

Holes through ceilings, bulkheads, partitions andparts thereof

All steel components for ceilings, partitions, etc., are tobe galvanised in accordance with SANS 121.

Steel components

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SUSPENDED CEILINGS

CEILING TILES

NOTE: Electrical light fittings, diffusers, panels, etc.generally are "lay in" units of the samedimensions as the suspension grid describedand allowance must be made accordingly fortheir support inclusive of any flexibility in settingout that may be required (ceiling panels havenot been deducted and pricing is to takecognisance thereof).

-------------------------------

Proprietary suspended ceilings

218m2

Ceilings suspended not exceeding 1000mm below steelpurlins which are at centres exceeding 1200mm and notexceeding 1400mm.

1/7/1

Ceiling comprising 595 x 595 x 9mm thick GyprexFissured ceiling tiles backed with 25mm thickpolystyrene insulation, fissured white finish,suspended on, and including, "Donn QRC T38V" teesuspension system with main tees at 1200mmcentres and cross tees between each tile at 600mmcentres all according to manufacturesspecifications, including hold-down clips,galvanised hangers, etc.

60NoExtra over ceiling for opening for sprinkler head.1/7/2

40NoExtra over ceiling for opening for 600 x 600mm lightfitting.

1/7/3

20NoExtra over ceiling for 600 x 600mm opening forventilation grille/air conditioning diffuser

1/7/4

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362m2

Ceilings suspended not exceeding 1000mm below steelpurlins which are at centres exceeding 1200mm and notexceeding 1400mm.

1/7/5

Ceiling comprising 1195 x 595 x 9mm thick GyprexFissured ceiling tiles backed with 25mm thickpolystyrene insulation, fissured white finish,suspended on, and including, "Donn QRC T38V" teesuspension system with main tees at 1200mmcentres and cross tees between each tile at 600mmcentres all according to manufacturesspecifications, including hold-down clips,galvanised hangers, etc.

170m

Extra over suspended ceiling with Nuclad ceiling tiles forperipheral margin against surrounding walls, the marginnot exceeding 500mm wide, comprising 6.4mm thickplasterboard, skim-plastered, and with shadow-lineperimeter detail against wall [see detail on drawing No.AR/BSC-P1-MPC/220 stage T] and "Flush plaster andLay-in Interface Detail [see drawing No. AR/BSC-P1-MPC/220 stage T], including Donn plaster trims againstwalls, Donn corner-beads and Donn SM25 wall-anglesat interfaces [First Floor Offices 4, 5, 6].

1/7/6

90NoExtra over ceiling for opening for sprinkler head.1/7/7


1/7/8

112NoExtra over ceiling for 600 x 600mm opening forventilation grille/air conditioning diffuser

1/7/9

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FLUSH PLASTERBOARD CEILINGS

487m2Ceilings suspended not exceeding 1000mm below steelpurlins which are at centres not exceeding 1200mm.

1/7/10

Gypsum board flush plastered ceiling, comprising9.5mm thick Rhinoboard, "Donn QRC T37K"suspension system, galvanised main tees at1200mm centres and cross- tees at 600mm centres,joints taped and the whole ceiling skim- plasteredand polished

213m2

Ceilings suspended exceeding 1000mm and notexceeding 2000mm below steel purlins which are atcentres not exceeding 1200mm.

1/7/11

69mL-section bulkhead 600mm wide x 100mm high,suspended not exceeding 1m below concrete soffits

1/7/12

47mL-section bulkhead 735mm wide x 100mm high,suspended not exceeding 1m below concrete soffits

1/7/13

23mL-section bulkhead 600mm wide x 1 365mm high,suspended not exceeding 1m below concrete soffits

1/7/14

32mCircular cutting around 300mm diameter units.1/7/15

45NoOpening for sprinkler head.1/7/16

96NoExtra over ceiling for opening for 150mm diameterdownlighter.

1/7/17


1/7/18

61NoExtra over ceiling for 600 x 600mm opening forventilation grille/air conditioning diffuser.

1/7/19

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16No1 500mm Diameter panel1/7/20

Circular Gyroc Rhino Board with 3mm skim hangedwith Donn Galvanised Hanger Wire coat plasterfixed to 25 x 25mm galvanised steel angles usingGyproc Rhinoboard SharpPoint screws, as perarchitects specifications.

904m2Ceilings suspended not exceeding 1000mm below steelpurlins which are at centres not exceeding 1200mm.

1/7/21

"Everite" 10mm high density Nutec plain flat sheetfixed onto timber support frame to manufacturersspecifications

1 196m

Donn plaster trim cornices plugged at 300mmcentres(Shadowline perimeter detail on drawingAR/BSC-P1-MPC/220 stage T).

1/7/22

Cornices, etc

551mPlaster Trim1/7/23

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PARTITIONS, ETC.

Partitions accommodate some services, such aselectrical conduits, switches, power outlet points, light-points, etc.Such electrical conduits, switches, power-outlet points,light-points, etc., will form part of the electrical work. Theprovision and making good of holes through partitions,and elements of the partitions, is hereby deemed to bepart of the contractor's general attendance on theelectrical work.The contractor is hereby deemed to have timeouslyfamiliarised himself with all such service requirements'provisions to the extent that such provisions will beincluded in the contractor's Construction Programmeand General Attendance scope of works.Only if the contractor is forced, through no fault of hisown, to undertake, out of sequence, the creation andmaking good of holes, etc., through partitions, andelements of partitions, will such special attendance beregarded as being additional work and be measured assuch in terms of the conditions of contract.

Services in partitions:

Range of stud options to match performancerequirements;Acoustic stud option for enhanced acousticperformance;Achieves high levels of sound insulation up to Rw 81dB;Donn UltraSTEEL metal framework will not twist, warpor rot;Fire resistance tested in accordance with SANS 10177:Part 2; Acoustic ratings tested in accordance with SANSISO 140-3: 1995;Impact rating tests according to in BS 5234: Part 2.

"Gypwall Firestop 102/F60/S55", or equal andapproved, dry-wall partitioning, installed accoridngto manufacturers specifications

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Drywall partitioning, unless otherwise described, shallcomprise steel studding formed of top- and bottom-tracks with vertical studs at maximum 600mm centres,friction-fitted, or pop-riveted, to the top- and bottom-tracks, with similar additional vertical studs, asnecessary, at abutments, ends, etc. and covered onboth sides with two layers of 15mm thick wallboardscrewed to studding with "Drywall" screws at maximum220mm centres. the cavity filled with and including102mm thick Isover Cavitybatt. Boards are to be butt-jointed, finished with tape and jointing compound. Bothsides of each partition are to be finished with gypsumskim plaster and trowelled to a smooth polished surface.Intersections and abutments are measured separatelyand descriptions shall be deemed to include anyadditional studs, corner beads, jointing compound, tape,etc.

NOTE: Wall paper and/or paint and varnish finishes aremeasured elsewhere.

---------------------------------

65mPartitioning 4.37m high with bottom track plugged andtop track plugged to soffit of roof covering.

1/7/24

20NoExtra over partition 4.37m high for vertical abutment.1/7/25

5NoExtra over partition 4.37m high for fair end.1/7/26

2NoExtra over partition 4.37m high for T-junction.1/7/27

15NoExtra over partition 4.37m high for corner.1/7/28

38m2Column cladding1/7/29

"PG BISON" 22mm thick, melamine facedBisonboard, including Peen finish to architectsapproval

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ACOUSTIC WALL PANELS

117m2To walls1/7/30

Custom made "Tunesober" acoustic wall panels byGreen Acoustics, or similar approved fixed to wallas per manufactures details

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 8

FLOOR COVERINGS


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PREAMBLES



Internal floor screeds are described and measured witheach individual type of floor covering item and the costof each floor covering item is therefore deemed toinclude the cost of its screed.

FLOOR COVERINGS

Item

Timeously test all sub-floor concrete for moisturecontent, prior to laying its finish, and issue the results tothe principal agent in an acceptable, clear, legible andeasily understandable format [Refer to Specificationdocument page 2, fourth item; and page 3, bottom ofpage].

1/8/1

1 391m2Floors1/8/2

Legno 0.5mm stick down vinyl click floor covering,laid with, and including, adhesive, on, and includingits screeed

63m2Floors in narrow widths1/8/3

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FLOOR COVERINGS, WALL LININGS, ETC.Bill No. 8MAIN CONTRACTORSection No. 1


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413m2Floors1/8/4

Belgotex Hercules 3.66m Broadloom

22m2Floors in narrow widths1/8/5

21m2Floors1/8/6

Entrance matting - Star gripper plus Product code5901 (Indicated supplier Matcomarketing or equallyapproved). Matting laid in 15mm deep recessedopening in screed, edged with aluminium edgingstrip. Colour- Black PVC with charcoal grey inserts.

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FLOOR COVERINGS, WALL LININGS, ETC.Bill No. 8MAIN CONTRACTORSection No. 1



AmountItemNo

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JANUARY 2020


BILL NO. 9


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IRONMONGERY

NOTE: Unless otherwise stated herein, all items in thisBill shall be deemed to fall into Work Group No.132 for Cost Price Adjustment Purposes.

---------------------------------

22No

'FRANKE" Double toilet roll holder Model/TypeSTRX672. Toilet rollholder with spindle system for wallmounting, maufactured from 18/10 1.2 Stainless steel,satin finished with surface treatment. Product Code359716.

1/9/1

BATHROOM FITTINGS

11No

'FRANKE" Sanitary Towel Disposal Bin Model/TypeSTRX611. Surface mounted disposal bin, manufacturedfrom 18/10 1.2mm Stainless steel satin finished withsurface treatment. Product Code 359740.

1/9/2

22No

'FRANKE" Soap Dispenser Model/Type STRX618.Surface mounted soap dispenser, manufactured from(18/10) 1.2mm Stainless steel, satin finished withsurface treatment. Product Code 359705

1/9/3

4No

'FRANKE" Hand Dryer Model/Type HF2400HD. Sensoroperated hand dryer for wall mounting. manufacturedfrom (18/10) 1.2mm Stainless steel. With Satin finish.Product Code 359961.

1/9/4

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IRONMONGERYBill No. 9MAIN CONTRACTORSection No. 1


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10No

'FRANKE" Paper Towel Dispenser/Type RODX600 forwall mounting, 0.8mm stainless steel, surface satinfinished, folded front cover, cylinder lock with Frankestandard key, incl. stainless steel screws and dowels

1/9/5

14No

"FRANKE" Waste Bin Model/Type STRX605. Surfacemounted waste bin, manufactured from 18/10 1.2mmStainless steel satin finished with surface treatment.Product Code 359730

1/9/6

14No"Kimberley Clark SA" Fragrance Dispenser by"Kimberley Clark SA" or acceptable equivalent

1/9/7

11NoHARROGATE Condom Dispenser unit, with Grade 304satin finsh stainless steel, or acceptable equivalent

1/9/8

3No

Cobra T SPRAY-KIT Trigger control hand spray, highpressure Chromalux hose, angle valve and hand showerholder or acceptable equivalent

1/9/9

PINNING BOARDS, WRITING BOARDS,PROJECTION SCREENS, ETC.

4No

3000 x 1200mm High Excecutive magnetic white writingboard with - Aluminum frame including full lengthpentray by Ascot Solutions or similar apporved, plugged.

1/9/10

"Ascot Site Solutions Executive"

All roller blinds are fixed to the plastered reinforcedconcrete soffits of openings.

INTERNAL WINDOW ROLLER BLINDS

3No4 400mm wide x 5 600mm high.1/9/11

"Roller Blinds" - Polyester and Cotton Blend - colourto Architects Selection

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IRONMONGERYBill No. 9MAIN CONTRACTORSection No. 1



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JANUARY 2020


BILL NO. 10

NOTE: Tenderers are advised to study the ModelPreambles for Trades and the ProjectSpecification before pricing the bills ofquantities.

------------------------------------

STRUCTURAL STEELWORK

Descriptions

Descriptions of bolts shall be deemed to include nutsand washers

Descriptions of L-shaped and U-shaped anchor boltsshall be deemed to include bending, threading, nuts andwashers and embedding in concrete

Descriptions of expansion anchors and bolts andchemical anchors and bolts shall be deemed to includenuts, washers and mortices in brickwork or concrete

Where anchor bolts are described as embedded in sidesor soffits of concrete it shall be deemed to include holesthrough formwork


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STRUCTURAL STEELWORKBill No. 10MAIN CONTRACTORSection No. 1


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1.) Steelwork shall be in accordance with the followingspecification:-(a) Structural steelwork SABS 10162 Part 1 and SANS2001- CSI(b) Hot rolled sections SABS 1431.(c) Fabrication and erection SABS 1200H.2.) Steelwork is to be grade S355JR (Steel EN 10025-2-S355JR);

Hollow sections - steel with a yield stress of 300MPa to

SANS 657 part 1.3.) Unless indicated otherwise, all site splices,moment- connections and butt-welds are to be full-strength.4.) All bases are to have 50mm diameter groutingholes.5.) All bolts are to be grade 8.8.6.) Two bolts minimum per connection for channelsand bracing only (eccentric loadings are to be avoided).7.) All beams are to have a minimum of four bolts perconnection.8.) Unless indicated otherwise, all welds are to be6mm continuous fillet.9.) Minimum plate thickness is to be 8mm, unlessotherwise

indicated.10.) Unless indicated otherwise, the number of end-connection bolts must satisfy the loads shown on thesteelwork plans.11.) End connection bolts are to be equally spacedalong the end

plate, or cleat.12.) Loadings under 150kN are omitted.13.) All steelwork numbers are to be prefixed.

General Notes

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JANUARY 2020

Corrosion protection and its cost

The cost of all structural steel, including galvanisedelements, and the one-side of all gutters and rainwaterdown-pipes, is hereby deemed to include the removal byscraping of all mill-scale, the removal of all grease andcontaminants using Plascon Aquasolv degreaser (codeGr.), or similar and approved method, followed by freshwater rinses, and preparing the steel with wire-brushingto Grade St.3 of Swedish Standard SIS 05 59 00; andone coat (35-microns) zinc phosphate primer, inaccordance with SABS681; and one coat (35-microns)multi-purpose undercoat, in accordance with SABS681;and one coat alkyd-based enamel (35-microns) to anapproved colour. Damaged areas of paint shall bedeemed to be made good on site by the contractor inaccordance with SABS0120 and tendered rates aredeemed to include all these requirements.

All structural steelwork, including welding, is to be to anextremely neat aesthetic standard and to "architecturalstandard". Work that does not comply with the requisitearchitecturally aesthetic standards will require to bereplaced at the cost of the contractor.

Item

The contractor shall timeously prepare and submit oneset of "shop drawings" of the proposed structural steelpart of the works which drawings depict all the requireddesign information, assumed loadings, applied finishes,cladding, etc., to the required scale. Such shopdrawings shall be verified as being to his/her approvalby the appended signature of a currently registeredstructural engineer [PrEng.] employed by thecontractor.

1/10/1

SHOP DRAWINGS

52No

20mm Diameter chemical anchor bolt, 500mm girth,including mortice in reinforced concrete [Indoor SportsCourts roof trusses].

1/10/2

Bolts to columns, beams, etc.

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STEEL COLUMNS

3.33t254 x 146 x 37 I-Section1/10/3

Galvanised column support bolted to steel andconcrete

0.48t320 x 200 x 10mm Rectangular Hollow Section1/10/4

0.05tAllowance for connection plates, base plates, angle-sections and bolts

1/10/5

Welded bracing, etc. with flat section connectionplates bolted to steel

STEEL PURLINS, GIRTS, BRACING, ETC.

1.6t125 x 75 x 20 x 2.5mm x 5.82kg/m Cold-formed lippedchannel-section [CFLC] purlins

1/10/6

Purlins bolted to steel

8.83t

125 x 75 x 20 x 2mm x 4.71kg/m Cold-formed lippedchannel-section [CFLC] purlins

1/10/7

1.57tAllowance for connection plates, base plates, angle-sections and bolts

1/10/8

Welded bracing, etc. with flat section connectionplates bolted to steel

STEEL RAFTERS

43.61t356 x 171mm x 45kg/m I-section1/10/9

Welded columns, roof elements of IPE section rails,struts, braces, cleats, etc and flat section bearer,gusset and connection plates bolted to steel

2.720t203 x 133 x 25kg/m I-section beam1/10/10

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96NoM16 HD Bolts1/10/11

Bolts to trusses etc

HAILGUARDS

344kgHailguards 1000mm girth four-times bent along lengthlaid loose in box gutters, in manageable lengths.

1/10/12

Mentex 130/VEM 280D galvanised expanded metalmesh 8 x 20mm x 3.27kg/m²

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 11

METALWORK


----------------------------------

PREAMBLES



Descriptions of bolts, anchors, etc


Items described as "holed for bolt(s)" shall be deemedto exclude the bolts unless otherwise described

Items described as "plugged" shall be deemed toinclude screwing to fibre, plastic or metal plugs at notexceeding 600mm centres

SUNDRY GALVANISED STEELWORK

752kg

80 x 80 x 8mm x 9.63kg/m L-section corner protectors invarying lengths with 12mm diameter fishtail lugs each150mm girth welded on at 500mm centres, cast intoconcrete, or cut and pinned into masonry [In No. 72].

1/11/1

Corner protectors

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METALWORKBill No. 11MAIN CONTRACTORSection No. 1


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For "Special Scaffolding" for the Screens part of theworks [if required by the contractor] refer toBUILDER'S WORK IN CONNECTION WITHSPECIALIST TRADES bill.

PERFORATED ALUMINIUM DECORATIVESCREENS

153m2

Louvres to façade, including approximately 100mmcontinuous profile wide all around [viz.cill, head, tworeveals], structural supporting frames fixed to reinforcedconcrete, and/or masonry, and all fixings conplete as perdetail drawing AR/BSC-P2/502 .

1/11/2

"Hunter Douglas" 400 AF solar control fin, powdercoated to architects specifications , or equal andapproved, fixed with, and including metal framedsurrounds, coupling sections and integratedsupplementary support-work, fixed to reinforcedconcrete, including all setting-out, temporarysupports, insulation, spacers and fixings

SUNDRY ALUMINIUMWORK

290mWall cappings1/11/3

300 x 80mm powder coated aluminium cappingswith sealed joints fixted to brickwork or concrete asper architects specifications

75m

Approximately 2020mm Girth paneling with 3 bends,including all supportwork and fixing to brickwork andsteel as per architects specifications

1/11/4

Prefabricated powder coated aluminium fasciaprofile as per architect's specifications

177mGutters fixed to roof sturcture and brickwork1/11/5

Prefabricated seamless powder coated aluminiumgutter size to engineers speifications

8NoExtra over for bends1/11/6

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12NoExtra over for ends1/11/7

14NoExtra over for downpipes1/11/8

2No400 x 300mm louvre grille1/11/9

Prefabricated powder coated aluminium louvre grillsfixed to doors complete as per architectsspecifications

1NoApproximately 5 165 x 3 620mm high shutter gate1/11/10

"Trellidor" TSS800 Bifold Aluminium securityshutter installed complete as per manufacturesspecifications. Colour as per architectsspecification.




PROFILED METAL SHEET CLADDING

24m2Side wall cladding1/11/14

Safintra 0.50mm thick "NEWLOK Colorplus AZ150",or equal and approved, roof sheeting andaccessories with "Chromadek" permanent finish(Colour: "Rain Cloud") on one side, the sheetingfixed to masonry walls and/or timber

GALVANISED MILD STEEL HANDRAILS,BALUSTRADES, ETC.

17m

40mm External diameter continuous pipe rails with 2mmwall thickness, including 12mm diameter x 150mm girthbent pin with one end welded to hand-rail at notexceeding 450mm centres, and other end cut andpinned to wall, including mortice.

1/11/15

Welded sloping handrails to stairwells, ramps

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6NoRounded closed end.1/11/16

Extra over hand-rail for

8NoMitred L-intersection.1/11/17

6NoRamp or knee.1/11/18

Fixings and sundries

13m1000mm High horizontal balustrading1/11/19

Welded balustrading, comprising 50mm diameterhand- and bottom-rail, 40mm diameter posts at notexceeding 1400mm centres, including welded-jointconnections, filled in with approximately 1275 x800mm high perforated steeel plate panels, eachpanel fixed with, and including six U-shaped steelcleats with bolt and cap nuts, to posts and hand-rails

29m1000mm High raking balustrading.1/11/20

4No90° Angle short-radius bend on hand- or bottom-rail.1/11/21

Extra over balustrading for the following:-

2No

1000mm Wide vertical closure-rail including two 90°

bends [joining horizontal hand- and bottom-railstogether].

1/11/22

8No

1000mm Wide vertical closure-rail including one 45° andone 135° bends [joining raking hand- and bottom-rails,which are 1000mm apart].

1/11/23

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DOOR FRAMES, DOORS, WINDOWS, ETC.

5No

1.2mm thick steel single rebate door frame 762 x2064mm high complete with 1.5mm thick hinges andlock jamb, top and tie bar unit. (D02)

1/11/24

1.2mm thick mild steel single rebate door frame(including wall-cramps, three butt-hinges per door-leaf, stainlesss steel keep for door-lock, preparingand priming frames, but painting measuredelsewhere) frames suitable for half brick thick walls

6No

1.2mm thick steel single rebate door frame 900 x2064mm high, with 348fanlight complete with 1.5mmthick hinges and lock jamb, top and tie bar unit. (D1 ,D3, D4)

1/11/25

2m

1.2mm thick steel single rebate door frame 1000 x2032mm high, with 348 fanlight complete with 1.5mmthick hinges and lock jamb, top and tie bar unit

1/11/26

8No

1.2mm thick steel single rebate door frame 1000 x2032mm high, with 348 fanlight complete with 1.5mmthick hinges and lock jamb, top and tie bar unit

1/11/27

1No

1.2mm thick steel single rebate door frame 1800 x2032mm high, complete with 1.5mm thick hinges andlock jamb, top and tie bar unit.

1/11/28

1No

1.2mm thick steel single rebate door frame 1000 x2064mm high, with 348fanlight complete with 1.5mmthick hinges and lock jamb, top and tie bar unit.

1/11/29

2NoBy Specialist (D5)1/11/30

1NoFrame of door 1500 x 2032mm high1/11/31

1.6mm thick mild steel single rebate door frame(including wall-cramps, three butt-hinges per door-leaf, stainlesss steel keep for door-lock, preparingand priming frames, but painting measuredelsewhere) frames suitable for half brick thick walls

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Refer to attached window schedules AR/BSC-P2/603(playground and Study Centre), AR/BSC-P2/601(Library) AR/BSC-P2/602 (Coffee Shop) for details ofscreens, doors and windows. The Tenderer is herebydeemed to have taken all such details into account inhis/her Tender.

GALVANISED STEEL WINDOWS, DOORS, ETC

All frames to be covered and protective tape duringconstruction using low tac pvc tape and plasteicsheeting to internal and external surfaces

Protection to be removed only once construction workabout the frame is complete.

Openings to be measured on site prior to manufacturing

All dimensions to be verified on site beforecommencement of shop drawings or manufactire. Anyerrors, discrepancies or omissions to be brought to theattntion of the Archtects immediately.

2No

Overrall size 600 x 672mm high, refer to detail drawingAR/BSC-P2/603.1 (W-01) -Disabled toilet/Cleaner'sstore

1/11/32

Galvanised steel frame painted to Architect specificationwith PG Intruderprufe 6.38mm NS glass, includingironmongery complete, sealing, etc and fixing tobrickwork or concrete.

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ALUMINIUM WINDOWS, DOORS, ETC.

The Specification for glazed architectural products shallbe that described in Chapter I of the AAAMSAFenestration Selection Guide for Glazed ArchitecturalProducts, dated June 2008 Version 1.0.In terms of clause 1.3.1.1, unless otherwise describedelsewhere, the contractor shall assume a TerrainCategory 1.In terms of clause 1.3.1.3, unless otherwise describedelsewhere, the contractor shall allow for thermalmovement due to an atmospheric temperature range of-10degrees Celsius to +50degrees Celsius.In terms of clause 1.3.1.4, unless otherwise describedelsewhere, the contractor shall allow for opening ventsto be tested in accordance with AAAMSA PerformanceTest Criteria for performance category A3.

General Specification for glazed architecturalproducts, insofar as they do not conflict with thearchitect's Specification.

The Specification for Testing Procedures for glazedarchitectural products shall be that described in ChapterII of the AAAMSA Fenestration Selection Guide forGlazed Architectural Products, dated June 2008 Version1.0.

The Specification for Design of glazed architecturalproducts shall be that described in Chapter III of theAAAMSA Fenestration Selection Guide for GlazedArchitectural Products, dated June 2008 Version 1.0.

The Specification for Selection of Glazing Materials forglazed architectural products shall be that described inChapter IV of the AAAMSA Fenestration SelectionGuide for Glazed Architectural Products, dated June2008 Version 1.0.

The Specification for Glazing of glazed architecturalproducts shall be that described in Chapter V of theAAAMSA Fenestration Selection Guide for GlazedArchitectural Products, dated June 2008 Version 1.0.

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The Specification for Hardware and Door Controls forglazed architectural products shall be that described inChapter VI of the AAAMSA Fenestration SelectionGuide for Glazed Architectural Products, dated June2008 Version 1.0.

The Specification for Surface Finishes of glazedarchitectural products shall be that described in ChapterVII of the AAAMSA Fenestration Selection Guide forGlazed Architectural Products, dated June 2008 Version1.0.

The Quality Assurance, Inspection Guidelines andCertification for glazed architectural products shall bethat described in Chapter X of the AAAMSAFenestration Selection Guide for Glazed ArchitecturalProducts, dated June 2008 Version 1.0.

------------------------------------------

IMPORTANT NOTEAny window described in the bills of quantities asbeing "fixed into prepared opening in Partition" isdeemed to be ultimately permanently fixed therein bymeans of a system, that renders the installationwaterproof, and has the prior written approval of theprincipal agent. Partitions that have been described inthe bills of quantities as "including openings forwindows" are deemed to have openings that are sodesigned and constructedd that they form an integralpart of the above-mentioned system that is guaranteedby the contractor to be waterproof.

Item

Submit a copy of the relevant AAAMSA PerformanceTest Certificate from the manufacturer who is supplyingthe products. Only Certificates validated after 15January 2003 are acceptable.

1/11/33

Item

Submit the AAAMSA Surface Finishing Certificateconfirming that all anodising and/or powder-coating is inaccordance with SANS 999 and SANS 1796respectively.

1/11/34

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Item

Submit a guarantee of not less than fifteen years foreach proposed powder from the powder manufacturer.The specific conditions contained in such guaranteeshall form part of the powder-coating process and mayonly be applied by an approved powder-applicator.

1/11/35

Item

Submit the AAAMSA Glass and Glazing Certificateconfirming that glazing has been installed in accordancewith SANS 10137, that safety glazing has been installedin the mandatory areas and that each individual pane ofsafety glazing material has been permanently markedaccordingly.

1/11/36

Item

Submit a warranty from the manufacturer of thelaminated safety glass against delamination and colour-degradation for a period of not less than five years.

1/11/37

Item

Timeously prepare "working drawings" for all glazedaluminium work and submit one set to the principalagent for written approval prior to starting itsmanufacture. Such drawings shall depict all the designand technical information that could be reasonablyexpected in order to depict the comprehensivespecification of such proposed work, including assumedwind-loading, glass and glazing, ironmongery, method offixing, finishes, etc.The selection of aluminium alloy extrusions and thespecific hardware and door/window-controls for thiswork is at the discretion of the contractor. But, beforemaking any assumptions in this respect, the contractorshall submit samples of all his proposals and obtain theprincipal agent's written approval thereof. All costsarising from the contractor's failure to comply with thisrequirements shall be for the contractor's account.

1/11/38

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Item

As the windows are fixed they shall be glazed andprepared so that each window can be tested forwatertightness with water sprayed on by means of a20mm hosepipe using adequate pressure. If thepressure proves to be inadequate, in the opinion of theprincipal agent, then the pressure in the hosepipe shallbe boosted by means of compressed air, or otherapproved means. Each window section shall be testedunder the supervision of the principal agent andapproved, in writing, before final acceptance of thefenestration.

1/11/39

Testing of windows to ensure watertightness

1No

Sample natural anodised aluminium window size overall1200 x 2560mm high (as window W05) to serve as a"mock-up". This sample will be evaluated by theprincipal agent for quality acceptability. After approval,this window shall remain built in position for the durationof the execution of the works, as representing theapproved standard for such materials and workmanship.

1/11/40

Sample glazed anodised aluminium window

ItemConduct static and dynamic tests on the "mock-up", inaccordance with the principal agent's requirements.

1/11/41

Refer to attached window schedules AR/BSC-P2/603(playground and Study Centre), AR/BSC-P2/601(Library) AR/BSC-P2/602 (Coffe Shop) for details ofscreens, doors and windows. The Tenderer is herebydeemed to have taken all such details into account inhis/her Tender.

GLAZED ALUMINIUM WINDOWS, SCREENS,DOORS

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Notwithstanding what is contained in the fourthparagraph of clause 1 on page 1 of the StandardSystem of Measuring Building Work, and withoutaltering its intention, or the intention of anything elsecontained in such Standard System, the cost-rate forglazed aluminium work is hereby deemed to include forall fixing in position and protection of such work.The design requirement is that the glazed aluminiumwork is built directly into the masonry, or concrete, orsteel, structure without benefit of "subframes", or"grounds", or similar means of pre-forming openings,unless this is deemed by the contractor to be essential,in which case the contractor is hereby deemed to havetaken this essential requirement into account in hispricing and to have stated such requirement in hisQualificvations to Tender. All costs that might arise fromthe contractor's failure to comply with this requirementshall be for the contractor's account.

Cost rates are hereby deemed to include the cost of alllouvres, ironmongery for louvres, handles, locks, butt-hinges, accessories, glass and glazing and the requiredfinish all as indicated on the window schedule, and inthe Preambles and Specification.

The cost of doors are hereby deemed to include the costof three heavy-duty butt-hinges per glazed leaf, two150mm long concealed barrel-bolts and keeps per leaf,one narrow-stile concealed master-keyed mortice-lockper door, one heavy-duty door closer per leaf. Allironmongery is deemed to be high quality in a finish,and with fixings, that match the doors.

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1NoOverall size 10885mm x 3600mm high. refer to drawingnbr AR/BSC-P2/601.1 (W1- Library - Activity Room).

1/11/42

"Reynaers CW 50 redesign Alu Stand Komp" Gasket9/3.5mm (9/9mm TT) approved, purpose-made,powder coated natural silver aluminium, windows inaccordance with window schedules and drawings(location shown in brackets after each item), inaccordance with AAAMSA standards PTHA2 andPSHA2, including outer-surrounds, mullions,transoms, opening-casements, louvres, butts,patented opening-catches, keeps, hold-openmechanisms, handles, fixings, glazed with, andincluding 6.mm thick Cool lite ST 120 toughened, orequal and approved.glass

2No

Overall size 450mm x 450mm high. refer to drawing no.AR/BSC-P2/601.2 (W2- Library - Study centre/Activityroom)

1/11/43

" HBS Nuklip casement, purpose-made,powdercoated aluminium (charcoal grey or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, 3 No. SECNO N 24 25 230V ac Chain actuatorand including 6.mm thick Cool-lite ST 120toughened and equal approved glass complete.

1NoOverall size 1500mm x 450mm high. refer to drawingno. AR/BSC-P2/601.4 (W4- Library - Study centre)

1/11/44

1NoOverall size 1500mm x 450mm high. refer to drawingno. AR/BSC-P2/601.6 (W6- Library - Staff room)

1/11/45

3NoOverall size 2700mm x 700mm high. refer to drawingno. AR/BSC-P2/602.7 (W7- Coffee shop - Kitchen area)

1/11/46

2NoOverall size 5400mm x 800mm high. refer to drawingno. AR/BSC-P2/602.8 (W8 - Coffee Shop Roof)

1/11/47

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2NoOverrall size 3550 x 900mm high, refer to detail drawingAR/BSC-P2/603.2 (W-02) - Roof

1/11/48


1/11/49

"" HBS Nuklip shopfront, purpose-made,powdercoated aluminium (charcoal grey or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.mm thick Cool-lite ST 120toughened or equal approved glass complete

21No

Overall size 1000mm x 2700mm high. refer to drawingno. AR/BSC-P2/601.10 (W10- Library - Generallibrary/E-learning/Activity room)

1/11/50

2NoOverall size 450mm x 450mm high. refer to drawing no.AR/BSC-P2/601.7 (W7- Library - Male ablutions)

1/11/51

" HBS Nuklip casement, purpose-made,powdercoated aluminium (charcoal grey or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.mm thick Armourscreen solidcolour TSG or equal approved glass complete.

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1NoOverall size 1000mm x 2860mm high. refer to drawingno. AR/BSC-P2/601.11 (W11- Library - Activity room)

1/11/52

HBS Nuklip window wall, purpose-made,powdercoated aluminium (charcoal grey or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.38mm thick PG IntruderprufeNS , clear or equal approved glass complete.

4No

Overall size 1800mm x 2860mm high. refer to drawingno. AR/BSC-P2/601.12 (W12- Library - Activity room/E-learning entry room/E-learning)

1/11/53

1No

Overall size 1500mm x 2860mm high. refer to drawingno. AR/BSC-P2/601.8 (W8- Library - Main entry/E-learning entry lobby)

1/11/54

" HBS Nuklip casement, purpose-made,powdercoated aluminium (charcoal grey or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.mm thick Cool lite ST 120toughened or equal approved glass complete.

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1/11/55

"Reynaers CW 50 redesign Alu Stand Komp" Gasket9/3.5mm (9/9mm TT) approved, purpose-made,powder coated (natural silver or equally approved)aluminium, windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.mm thick Cool lite ST 120toughened, or equal and approved.glass

1NoOverall size 10219mm x 3600mm high. refer to drawingno. AR/BSC-P2/601.9 (W9- Library - Children library)

1/11/56

1NoOverall size 2980mm x 2200mm high. refer to drawingno. AR/BSC-P2/601.13 (W13- Library - Ramp)

1/11/57

" HBS Nuklip shopfront, purpose-made,powdercoated aluminium (natural silver or equallyapproved), windows in accordance with windowschedules and drawings (location shown in bracketsafter each item), in accordance with AAAMSAstandards PTHA2 and PSHA2, including outer-surrounds, mullions, transoms, opening-casements,louvres, butts, patented opening-catches, keeps,hold-open mechanisms, handles, fixings, glazedwith, and including 6.38mm thick PG Colourvue orequal approved glass complete.

1NoOverall size 6900mm x 2200mm high. refer to drawingno. AR/BSC-P2/601.14 (W14- Library - Ramp)

1/11/58

1NoOverall size 5659mm x 2200mm high. refer to drawingno. AR/BSC-P2/601.15 (W15- Library - General library)

1/11/59


1/11/60


1/11/61

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1/11/62

1NoOverall size 5334mm x 2200mm high. refer to drawingno. AR/BSC-P2/601.20 (W20- Library - Children library)

1/11/63

3No

Overall size 2700mm x 2248mm high. refer to drawingno. AR/BSC-P2/601.17 (W17- Library - Studycentre/Children library)

1/11/64

'HBS' Coastal 700, purpose-made,powder coatedaluminium (charcoal grey or equally approved),windows in accordance with window schedules anddrawings (location shown in brackets after eachitem), in accordance with AAAMSA standardsPTHA2 and PSHA2, including outer-surrounds,mullions, transoms, opening-casements, louvres,butts, patented opening-catches, keeps, hold-openmechanisms, handles, fixings, glazed with, andincluding 6.38mm thick PG Colourvue or equalapproved glass complete.

4NoOverall size 900mm x 700mm high. refer to drawing no.AR/BSC-P2/602.1 (W6- Coffee shop - Ablution area)

1/11/65

HBS Nuklip window wall or equally approved,purpose-made,powder coated aluminium (naturalsilver or equally approved), windows in accordancewith window schedules and drawings (locationshown in brackets after each item), in accordancewith AAAMSA standards PTHA2 and PSHA2,including outer-surrounds, mullions, transoms,opening-casements, louvres, butts, patentedopening-catches, keeps, hold-open mechanisms,handles, fixings, glazed and including 6mm thickCool lite ST 120 toughened or equal approved glasscomplete.

1No

Overall size 5207mm x 3990mm high. refer to drawingno. AR/BSC-P2/602.1 (W1/1A- Coffee shop - Diningarea)

1/11/66

1NoOverall size 4020mm x 3230mm high. refer to drawingno. AR/BSC-P2/602.2 (W2- Coffee shop - Dining area)

1/11/67

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1/11/68


1/11/69

1NoOverall size 2400mm x 3230mm high. refer to drawingno. AR/BSC-P2/602.5 (W5-Hallway)

1/11/70

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 12

TILING


----------------------------------

PREAMBLES



All the following wall tiles are to be fixed on, andincluding, plaster backing with Tal Proflex water-proofadhesive, grouted and flush-pointed with Tal SuperWhite grout with water content replaced with Tal Bondas per arcitects specifiaction, and the Tenderer's costrates are hereby deemed to include for this.

WALL TILING

33m2On walls1/12/1

200 x 200mm Colour one white gloss ceramic walltile - Lime Green Solutions KL20024

5m2On narrow widths.1/12/2

13m100mm strip tile1/12/3

230m2On walls1/12/4

100 x 200mm Ceramica Vogue Porcelain Wall TilesMatt. Colour: Perla and Laguna (KL20025)

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TILINGBill No. 12MAIN CONTRACTORSection No. 1


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161m100mm strip tile1/12/6

558m2On walls1/12/7

600 x 600mm Non-slip hard body ceramic tiles orsimilar approved laid on, and including, dry cementsand screed, water-proof grouted and pointed


Internal floor screeds to receive tiles are described andmeasured with each individual type of floor tile item andthe cost of each floor tile item is therefore deemed toinclude the cost of its screed.

FLOOR TILE PAVERS

102m2On floors.1/12/9

600 x 600mm Non-slip hard body ceramic tiles orsimilar approved laid on, and including, dry cementsand screed, water-proof grouted and pointed


All the following floor tiles are to be fixed with Tal Proflexwaterproof adhesive on a screed (screed elsewheremeasured) and be flush-pointed with Tal fine epoxygrout and the Tenderer's cost rates are hereby deemedto include for this.

FLOOR TILING FIXED WITH ADHESIVE

70m2On floors and landings.1/12/11

Porcelain non-slip floor tiles or similar approvedfixed with Tal Proflex waterproof adhesive. Jointingof tile sto be epoxy grouted an dlaid on screed tofall, made with waterproof admixture [Indicativesupplier - Lime Green Solutions, 600 x 600mm withmatt finish, including its screed

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162m100mm tile skirting1/12/13

93m2On floors and landings.1/12/14

Ceramica Vogue Flooring 40 R10 or similarapproved fixed with Tal Proflex waterproof adhesive.Jointing of tile sto be epoxy grouted an dlaid onscreed to fall, made with waterproofadmixture[Indicative supplier - Lime GreenSolutions, 200 x 200mm, including its screed


91m100mm tile skirting1/12/16

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AmountItemNo

Quantity Rate

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BILL NO. 13

LOOSE FURNITURE AND EQUIPMENT

NOTE: Unless otherwise stated herein, all items in thebill shall be deemed to be fixed price for the duration ofthis project----------------------------------NOTE: Unless otherwise stated herein, refer to theBrixton Social Cluster Phase 2 Library Furniture andEquipment schedule provided by the architect----------------------------------

PREAMBLES

Tenderer's are referred to the specification andArchitect's drawings annexed to these bill of quantitiesfor the manufacture, supply, upholster, refurbishment,delivery and installation of the furniture


LOOSE FURNITURE IN THE STAFF ROOM

1NoTable1/13/1

4-Seater kitchen table, 1500mm (W) x 1200mm(H)

4NoChair1/13/2

Eternity side chair: 4-legged stackable black paintedframe chair with black polypropylene outer seat andback cover, both upholstered in vinyl: weaversworld moo, thunder or similar approved

1NoMicrowave1/13/3

Defy 28l Electronic Microwave Oven

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LOOSE FURNITURE AND EQUIPMENTBill No. 13MAIN CONTRACTORSection No. 1


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1NoFridge1/13/4

KIC 170L Fridge with top freezer

1NoKettle1/13/5

1.7L Philips Stainless Steel cordless kettle

1NoHydroboil1/13/6

''Franke'' Zip 5l Stainless steel hydroboil

1NoHeater1/13/7

7 Fin oil filled electric heater

1NoFan1/13/8

Standing Fan

1NoRubbish bin1/13/9

Primaries 27l 310mm (L) x 310mm (W) x 660mm(H)Stainless steel pedal bin

1NoKey Cabinet1/13/10

Lockable wall mounted key cabinet to hold 30 keys,c/w Aluminium mounting brackets

4NoLocker1/13/11

Lockable locker, cubicle solutions CDFB, lockablelocker 1800 (H) x 450mm (W) x 450mm (D) with highshelf and hanging space c/w hanger and hook

1NoFile storage cabinet1/13/12

Melamine (Prestige range) lockable systems cabinet,with three shelves for A4 box files of 900mm long x1500mm high x 450mm wide

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LOOSE FURNITURE IN THE SERVER ROOM

2NoSteel storage cabinet1/13/13

Steel Cabinet, lockable 900mm (L) x 1600mm (H)with adjustable shelving

LOOSE FURNITURE IN THE STORE ROOM

6NoSteel open shelves1/13/14

4 Shelf open unit, metal construction inAnthracite/Dark grey finish. 457mm (L) x 914mm(w)x 1605mm (H) indicative supplier: Cecil nurse

1NoUtility Cabinet1/13/15

Keter 17201443 Utility storage unit- white/black (380x 680 x1630mm)

1NoFloor Cleaner1/13/16

Light commercial floor cleaner/ polisherapproximately 330mm diameter

1NoCarpet cleaner1/13/17

Sebo professional G2 vacuum cleaner

1NoCleaning cart1/13/18

Rubbermaid executive janitorial cleaning cart

1NoCleaners bucket1/13/19

36Lt bucket and wringer, colour black

2NoBook trolley1/13/20

Restore existing wooden book trolley

1NoSack trolley1/13/21

Heavy duty sack trolley 60kg capacity

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LOOSE FURNITURE TO E-LEARNING AREA

60NoComputer tables1/13/22

1000(L) x 600(W) x740mm(H) Cecil nurse diamondEvo 4 way dual bench c/w lockable under deskcable management

20NoIn desk power set1/13/23

Cecil nurse blade 1 in desk power set, includes 1 xcompact 3 pin South African 16 Amp socket, 1 xstandard 3 pin South African 16 Amp socket,2 xUSB charging , 1 x DATA pass through module, blueLED ''power on'' indicator

40NoUnder desk power set1/13/24

Cecil nurse grid E under desk power set, includes 1x twin compact 3 pin South African 16 Amp socket,2 x standard 3 pin South African 16 Amp socket,blue LED ''power on'' indicator

12NoCable carrier1/13/25

Cecil Nurse ' Cable worm' under desk verticalflexible coil cable carrier, 2 per row, one each fordata and power

60NoComputer workstation chairs1/13/26

Eternity side chair: 4-legged stackable black paintedframe chair with black polypropylene outer seat andback cover, both upholstered in vinyl: weaversworld moo, thunder or similar approved

4NoSquare coffee table1/13/27

Cecil Nurse 'urban loop' 600mm (L) x 600mm (W)Melamine 25mm monument oak top on 20 x 20 silversquare tube frame

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1NoRectangular Coffee table1/13/28

Cecil Nurse 'Urban loop' 1200mm (L) x 600mm (W)Melamine 25mm monument oak top on 20 x 20 silversquare tube frame

12NoLeisure Chairs1/13/29

Cecil Nurse 'Mood' Fixed back and seat on solidrubber wood legs Colour TBC

1NoOperator's desk1/13/30

Cecil Nurse 'FRANKLIN' 25mm Monument oakLaminate construction with 16mm counter &modesty panel in Grey. Counter c/w LEDundercounter strip lights with 2 pin supply cable.

1NoOperator's desk1/13/31

Cecil Nurse 'Astro' Operator chair with fixed armrests and adjustable lumbar support on a black 5star castor base. Upholstered seat and black meshback

20NoTablets1/13/32

Samsung Galaxy Tab A 7" (T285) LTE &WiFi Tablet - Black with android OS

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20NoLaptops1/13/33

HP IDS UMA i5-8250U 830 G5 Base NB PC,Windows 10 Enterprise, Win10 Driver DVD,Integrated HD 720p TripleMic Webcam, 14inch FHD (1920x1080) Anti-Glare LEDUWVA 220 for WWAN for HD Webcam, 8GB(2x4GB) DDR4 2400, 512GB PCIe NVMeThree Layer Cell Solid State Drive, No NFC,Intel 8265 ac 2x2 nvP +Bluetooth 4.2 WWwith 2 Antennas, Huawei ME906S LTEHSPA+, No Service Provider EMEA,Fingerprint Sensor, Active SmartCard, 3 Cell50 WHr Long Life, 65 Watt Smart nPFCRight Angle for Fast Charge AC Adapter, C51.8m Sticker Conventional Power Cord SA,3/3/0 Onsite Warranty, 3 Year BatteryWarranty Std, TPM 2.0 Embedded SecurityChip shipped with Windows 10, Enterprise-Ready IOPT, DIB HP Basic Backpack, DIB HPKeyed Cable Lock 10mm, DIB HDMI to VGAAdapter, DIB HP Laser 3 Button USB Mouse,Country Localization SA, Dual Point Backlitspill-resistant Collaboration SA, EU REDPictogram Label, eStar Enable IOPT,Core i5 G8 Label

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41NoHp EliteOne 800 G4 23.8 AIO1/13/34

''HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business PC, Single Unit(All-in-One) Adjustable Height StandPackaging, ENERGY STAR Certified AiO Label,Windows 10 Enterprise, Win10 64-bit OSDVD + DRDVD SA, Intel Core i5 8500 3.02666MHz 6C 65W CPU, Fixed 2Mp FHD low-light Webcam w, 8GB (2x4GB) DDR4 2666SODIMM Memory, 1TB 7200RPM 2.5in,USB Business Slim Wired Keyboard SA, HPOptical Wired Mouse USB, 9.5mm DVD-Writer EliteOne G4 AiO, Intel 9560 ac 2x2+Bluetooth 5 WW, HP Fingerprint Sensor,HP EliteOne G4 AiO Dust Filter, TPM 2.0Embedded Security Chip shipped withWindows 10, Intel Unite plus Lync Plug-inSA, 3/3/3, AiO Onsite Warranty, HP EliteOneG4 AIO Adjustable Height Stand, AiOInternal Stereo Speakers (2W), HP EliteOneG4 AiO NonTouch Kit SA, Intel CFL Core i5vpro Label, Certified Skype for BusinessLabel, WLAN I 9560 ac 2x2 +BT 5 WW Label

1NoTextured Wall mural1/13/35

3.1m x 2.7 Smart art 3d boards

1NoWall paper mural1/13/36

8m x 2.7 Smart art custom wallpaper,Custom art piece TBC

2NoLitter bin1/13/37

Free standing Stainless steel litter binwith funnel lid and front trash opening

4NoWaste bin1/13/38

ARO Square 235mm(L)x310mm(W)x325mm(H)Metal MESH waste bin

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LOOSE FURNITURE IN THE SAFE ROOM

1NoSteel storage cabinet1/13/39

Steel cabinet, lockable 900mm (L) x 1 600mm (H)With adjustable shelving

2NoSteel open shelves1/13/40

4 SHELF OPEN Unit, metal construrctionin Anthracite/Dark Grey finish. Dimensions:457mm(L) x 914mm(W) x 1605mm(H) Indicativesupplier: Cecil Nurse

LOOSE FURNITURE IN THE KITCHEN

1NoUrn1/13/41

CATERPRIDE 12L URN

1NoHydroboil1/13/42

FRANKE Zip 5l stainless steelHydroboil

1NoFridge1/13/43

KIC 170L Fridge with top freezer

1NoMicrowave1/13/44

Whirlpool 33 supremechef Microwave

1NoWaste bin1/13/45

CASLAD Mobile Refuse Bin 120lt withfoot pedal

LOOSE FURNITURE IN THE ACTIVITY ROOM

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18NoChairs1/13/46

Cecil nurse 'ACHIEVER 3 seater foldingtable 750W, 32mm thick top, Light oakwith silver painted legs

54NoChairs1/13/47

Cecil nurseTONIC Side Chair: Blackstackable polypropylene shell withanodized aluminium legs

1NoMagnetic white board1/13/48

Magnetic whiteboard 900mm H x 1 800mm WDurable aluminium with rounded plastic safetycorners, integrated Pen trays, Adjustable hanginghooks

1NoWall mounted plasma screen1/13/49

Wall mounted 65 inch Samsung Plasma TV orsimilar approved, c/w mounting brackets

1NoProjector Screen1/13/50

2.4m Parrot Pulldown Projector screen

1NoOverhead projector1/13/51

Epson EB-U05 fULL HD Projector or similarapproved and accessories to Eng. Spec.

1NoCarry-on projector1/13/52

Epson EB-X05 XGA Projector or similar approved

2NoProjector case1/13/53

Epson soft carrying projector case

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1NoFlip Chart1/13/54

Standard non-magnetic flipchart stand 1 000mm (H)x 640mm (W)

1NoNotice display board1/13/55

Adult’s stand-alone triangular notice board 700mmper three sided based x 1 700mm high withwheels/castors, Two sides pin board, one side whiteboard.

2NoLitter bin1/13/56

Free standing Stainless steel litter bin with funnel lidand front trash opening

LOOSE FURNITURE IN THE STUDY CENTRE

64NoComputer tables1/13/57

1000(L)x 600 (W) X 740 (H) Cecil nurse Diamond Evo4 way dual bench c/w lockable under desk cablemanagement


Cecil Nurse Blade 1 in desk power set, includes:1 xCompact 3 pin South African 16 Amp socket, 1 xStandard 3 pin South African 16 Amp socket, 2 xUSB charging, 1 x DATA pass through module, BlueLED “power on” indicator


Cecil Nurse 'Cable worm' under desk vertical flexiblecoil cable carrier

64NoChairs1/13/60

ETERNITY Side Chair: 4-legged stackable blackpainted frame chair with black polypropylene outerseat and back cover, both upholstered invinyl:weavers world moo, thunder or similarapproved

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3NoCoffee table1/13/61

Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W)Melamine 25mm Monument oak top on 20x20silver square tube frame

12NoLeisure chair1/13/62


1NoNotice Board1/13/63

Notice board 1 500mm wide x 900mm high inAluminium frame

4NoWaste bin1/13/64


1NoWall art mural1/13/65

6.5m x 2.7 Smart art 3d boards, custom art pieceTBC

1NoTextured wall mural1/13/66

8m x 2.7 Smart art 3d boards


5m x 2.7 Smart art custom wallpaper, Custom artpiece TBC

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20NoDouble Island book shelf1/13/68

Double island unit 1 600mm (H) x 1800mm (W) x600 mm (D). Shelves to be manufactured in 22mmmelamine edged with 2mm high impact PVC woodgrain. Prestige range of Melamine to be used toallow for a variety of design options and colours. Allloose shelves to be height adjustable by means offour recessed metal strips and four clips per looseshelf.(Alternatively: restoration of existing shelvesinvolving joining and shortening existing singleshelve units)

1NoSingle book shelf1/13/69

1 800mm (H) x 1800mm (W) x 600 mm (D). Shelvesto be manufactured in 22mm melamine edged with2mm high impact PVC wood grain. Prestige range ofMelamine to be used to allow for a variety of designoptions and colours.All loose shelves to be heightadjustable by means of four recessed metal stripsand four clips per loose shelf. (Alternative:restoration of existing shelves involving shorteningandfinishing existing single shelve units, relocate andrepair any damage during relocation

2NoBookshelf with lockable glass doors1/13/70

Restoration of existing cabinet 1800mm (H) x900mm (W) x 300mm (D) , condition as shown,involving minor restoration work such aspainting/varnishing, hinge repair and new locks, andany damage duringtransfer

1NoMagazine Shelves1/13/71

Restoration of existing Single magazine shelves22mm Melamine carcass edged with 2mm highimpact PVC woodgrain, 1800mm long x 1 500mmhigh x 300mm deep Fitted with fixed slanteddisplay shelves

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1NoDisplay shelf1/13/72

Melamine A-frame display unit with display pinboard and two detachable shelves 1 500mm H x850mm W x 760mm D

40NoStudy tables1/13/73






40NoChairs1/13/76

ETERNITY Side Chair: 4-legged stackable blackpainted frame chair with black polypropylene outerseat and back cover, both upholstered in vinyl:weavers world moo, thunder or similarapproved

2NoSquare Coffee table1/13/77

Cecil Nurse 'Urban loop' 600mm(L)X600mm(W)Melamine 25mm Monument oak top on 20x20 silversquare tube frame


Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W)Melamine 25mm Monument oak top on 20x20 silversquare tube frame

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1NoNotice board display1/13/80

Adult’s stand-alone triangular notice board 700mmper three sided based x 1 700mm high withwheels/castors, Two sides pin board, one side whiteboard.

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LOOSE FURNITURE IN GENERAL LIBRARY

3NoWaste bin1/13/81

ARO Square 235mm(L)x310mm(W)x325mm(H)Metal MESH waste paper basket

4NoWaste bin1/13/82


1NoWall mural1/13/83


1NoNotice board Wall mounted1/13/84

Notice board 1 500mm wide x 900mm high inAluminium frame, grey colour pining cork board

1NoLockable Notice board Wall mounted1/13/85

Parrot' pinning sliding door display case 1500mm(w) x 1 200(h) Aluminium frame, GreyWeather proofShatter proof with mounting brackets (wall screwsand masonry plugs), Security lock with 2 keys

7NoLockers1/13/86

4 Compartment free standing CUBICLE SOLUTIONSCompact high pressure laminate locker with keylockDimensions: 300mm(W) x 450mm(D) x 1800mm(H)

1NoKey Cabinet1/13/87

Lockable wall mounted key cabinet to hold 30 keys

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200NoBook end support1/13/88

Book end support, powder coated 1.8mm mild steel,349mm(w) x 355mm(h)

2NoBook trolley1/13/89

Restore existing wooden trolley

1NoStepped stool1/13/90

Wooden (oak or equivalent timber) 2 step stool380mm high x 380mm long x 400mm wide

3NoCounter stools1/13/91

Wooden counter stool with round upholstered seatwith backrest 630mm high (or according to counterheight) Upholstered in vinyl - prestige range

1NoLibrarian Counter1/13/92

Loose counter units to be manufactured; base 22mm; worktop 32mm thick; In either oak/ Memphischerry, maple, In prestige range of melamine edgedwith 2mm high impact PVC wood grain - Americanwalnut or similar approved. Provision to be made forcabling.Electrical and computer connections mustcomply with Health and Safety Standards (OHASA)Closed Rectangular unit 5640mm long x 4000mm(W). 1000mm high x 300mm wide Raised servicecounter and front panel in Caeserstone 4033rugged concrete, 800mm deep by 740mm high 3 PCwork stations each with a 4 drawer pedestal, and 2lockable under counter L- shaped credenza withroller doors. Counter c/w LED under counter striplights with 2 pin supply cable. Refer to joinery detailfor further measurementsand specifications

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1NoLibrarian chairs1/13/93

Cecil Nurse 'Astro' Operator chair with fixed armrests and adjustable lumbar support on a black 5star castorbase. Upholstered seat and black meshback

1NoEntrance lobby ceiling sculpture1/13/94

Ceiling mounted sculpture , custom art piece TBC

1NoPhotocopy Printer, Scanner1/13/95

HP Colour LaserJet A3 MultifunctionPrinter, copier,scanner

1NoCash register1/13/96

SAM4S 380M cash registers

3NoHP EliteOne 800 G4 23.8 AIO1/13/97

'HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business PC, Single Unit (All-in-One)Adjustable Height Stand Packaging, ENERGY STARCertified AiO Label, Windows 10 Enterprise, Win1064-bit OS DVD + DRDVD SA, Intel Core i5 8500 3.02666MHz 6C 65W CPU, Fixed 2Mp FHD low-lightWebcam w, 8GB (2x4GB) DDR4 2666 SODIMMMemory, 1TB 7200RPM 2.5in, USB Business SlimWired Keyboard SA, HPOptical Wired Mouse USB, 9.5mm DVD-WriterEliteOne G4 AiO, Intel 9560 ac 2x2 +Bluetooth 5 WW,HP Fingerprint Sensor, HP EliteOne G4 AiO DustFilter, TPM 2.0 Embedded Security Chip shippedwithWindows 10, Intel Unite plus Lync Plug-in SA, 3/3/3,AiO Onsite Warranty, HP EliteOne G4 AIOAdjustable Height Stand, AiO Internal StereoSpeakers (2W), HP EliteOne G4 AiO NonTouch KitSA, Intel CFL Core i5vpro Label, Certified Skype for Business Label,WLAN I 9560 ac 2x2 +BT 5 WW Label

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Wall mounted Samsung 40-inch(102cm) FHD LEDTV- 40N5300 32 or similar approved, c/w mountingbrackets

1NoMagazine shelves1/13/99

Restoration of existing Single magazine shelves22mm Melamine carcass edged with 2mm highimpact PVC woodgrain, 1800mm long x 1 500mmhigh x 300mm deep Fitted with fixed slanteddisplay shelves

1NoNewspaper rack1/13/100

Vertical melamine (prestige range) newspaper rackwith newspaper With sticks to hold 5 newspapersWith shelves for storage (as picture)1 500mm (H) x900mm (W) by 600mm (D)

2NoSingle book shelf1/13/101

1 800mm (H) x 2700mm (W) x 600 mm(D). Shelves to be manufactured in 22mm melamineedged with 2mm high impact PVC wood grain.Prestige range of Melamine to be used to allow for avariety of design options and colours.All looseshelves to be height adjustable by means of fourrecessed metal strips and four clips per loose shelf.(Alternative: restoration of existing shelvesinvolving shortening existing single shelve units,relocate and repair any damage during relocation)

24NoStudy tables1/13/102


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24NoChairs1/13/105

ETERNITY Side Chair: 4-legged stackable blackpainted frame chair with black polypropylene outerseat and back cover, both upholstered in blackfabric, or similar approved.

4NoSquare coffee table1/13/106






2NoWaste bin1/13/109


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1NoWall mounted custom canvas artwork1/13/110

3.1m wide x 2.7high Smart art custom canvas print,Custom art piece TBC

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LOOSE FURNITURE IN CHILDRENS LIBRARY

2NoChildren shelves general1/13/111

The bookshelf units must be divided into sections of900mm long. The length sizes given are always theoutside measurements. The divided sections neverexceed 900mm. While manufacturing the doubleisland units, the top and side panels must always bemanufactured as one piece. The back side (of thesingle wall units) and partition between the dividedsections (of the double units) must be manufacturedwith a sheet of plywood, of 5mm thick. The looseshelf is divided in three, using small partitions of250mm long x 180mm high x 16mm wide. The looseshelf must be adjustable and two metal strips(recessed inside the inside of panels) and the metalclips must be used. All joint/seams, in length(wood), must be glued. Corner joints must be gluedwith wood glue and screws must be used as well.The heads of the screws must be recessed in thewood and must be covered with wood, a nog/spile,in the same colour as the wood. The top of thetoddler shelf must be one (single wall unit) or two(double island unit) wood panels affixed to form atriangle for the “little roof effect”. A small solidwood strip must be affixed to the bottom ofthis/these panel/s (triangles) to ensure that thebooks displayed will stand upright The height of thebase affixed is 250mm high To calculate the amountof metal clips need: 4 x the amount of loose shelves

5NoDouble toddler shelves with little roofs1/13/112

Double toddler shelves with little roofs

2NoSingle toddler shelves1/13/113

Restore existing 2 700mm long x 1 400mm x 600mmwide. Restoration work involving paint or vanish,relocate and repair any damage during relocation)

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4NoBrowsing box1/13/114

Melamine (prestige range) browsing box for toddlers700mm long x 700mm wide x 425mm high

6No4 seater Tables for primary school learners1/13/115

1800mm x 900mm wide x 650mm high.Table top andlegs in solid hard wood,sturdy constructions - whiteoak or similar approved, stained or painted incustomer’s choice of colours

2No4 seater tables for toddlers1/13/116

900mm long x 900mm wide x 500mm high Table topand legs in solid hard wood, sturdy constructions -white oak or similar approved, stained or painted incustomer’s choice of colours

10NoChairs for primary school learners1/13/117

350mm long x 350mm wide x 390mm high (made tofit height of table) in suitable hardwoodconstruction, sturdy construction, stained orpainted in customer’s choice of colours

14NoChairs for primary school learners1/13/118

Restore existing primary school learners chairs.Restoration work involving, paint or vanish, relocateand repair any damage during relocation

2NoChairs for toddlers1/13/119

No arm rests, stained or painted in vivid colours –250mm long x 250mm wide x 270mm high, suitablehardwood, sturdy construction

6NoChairs for toddlers1/13/120

Restore existing toddler chairs.Restoration workinvolving paint or vanish, relocate and repair anydamage during relocation)

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10NoBean bags1/13/121

CIELO 'Remi'Children’s bean bag. Size 700mm (L) x700mm (W) x 860mm (H).Fabric: Water resistantolyester. Colour TBC

3NoLeisure seating1/13/122

CIELO 'Seth' Bean bag lounge set. Chair size700mm(l)x700mm(W)x70mm0(H), coffee table 500(L)x500mm(W)x380mm(H), fabric vinyl or similarapproved

5NoPIA Computer tables1/13/123

1000(L)x 600 (W) X 650 (H) Cecil nurse Diamond Evo4 way single bench c/w lockable under desk cablemanagement

8NoUnder desk power set1/13/124

Cecil Nurse Grid E under desk power set, includes:1x Twin Compact 3 pin South African 16 Amp socket,2 x Standard 3 pin South Africa 16 Amp sockets,Blue LED “power on” indicator



5NoComputer workstation chair1/13/126

ETERNITY Side Chair: 4-legged stackable blackpainted frame chair with black polypropylene outerseat and back cover, both upholstered in blackfabric, or similar approved


Wall mounted Samsung 49-inch(124cm) Smart UHDLED TV-49RU7100 or similar approved, c/wmounting brackets

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3NoPS4 1TB Slim Console + DualShock 4 Controller Black1/13/128

1TB Internal storage, Blu Ray and DVD Player, 8GBGDDR RAM Built in Wifi , HDD Bay cover : mattefinish, Power/Eject button: mechanical type,Maximum power : 230W Rear Port Layout: OPTICAL-AUX-HDMI-LAN, 2 Wireless Controllers, HDMI cable

3NoGaming screen1/13/129

Dell 27-inch (68.6cm) SE2717H Monitor, FHD (1920 x1080) Resolution, VGA, HDMI 1.4, Tilt only feature orsimilar approved

6NoHeadphones1/13/130

Sony WH-CH500 Bluetooth Headphones Black

5NoHP EliteOne 800 G4 23.8 AIO1/13/131

''HP EliteOne 800 G4 23.8 inch FHD Non- Touch All-in-One Business PC, Single Unit (All-in-One)Adjustable Height Stand Packaging, ENERGY STARCertified AiO Label, Windows 10 Enterprise, Win1064-bit OS DVD + DRDVD SA, Intel Core i5 8500 3.02666MHz 6C 65W CPU, Fixed 2Mp FHD lowlightWebcam w, 8GB (2x4GB) DDR4 2666 SODIMMMemory, 1TB 7200RPM 2.5in, USB Business SlimWired Keyboard SA, HP Optical Wired Mouse USB,9.5mm DVDWriter EliteOne G4 AiO, Intel 9560 ac 2x2+Bluetooth 5 WW, HP Fingerprint Sensor, HPEliteOne G4 AiO Dust Filter, TPM 2.0 EmbeddedSecurity Chip shipped with Windows 10, Intel Uniteplus Lync Plug-in SA, 3/3/3, AiO Onsite Warranty,HP EliteOne G4 AIO Adjustable Height Stand, AiOInternal Stereo Speakers (2W), HP EliteOne G4 AiONonTouch Kit SA, Intel CFL Core i5 vpro Label,Certified Skype for Business Label, WLAN I 9560 ac2x2 +BT 5 WW Label

1NoWaste bin1/13/132


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5NoReading cushions1/13/133

Large painted cushions to fit theme with inner liningand outer removable, washable cover 500mm x500mm

3NoActivity mat1/13/134

Educational puzzle playmat

1NoBook display1/13/135

Restore existing train. Restoration work involves:paint or vanish, relocate and repair any damageduring relocation

1NoToddler book trolley1/13/136

Solid wood, Oak or equivalent timber 550 mm H x500 mm W x 350mm D Swivel castors 100 mm

1NoNotice board1/13/137

Children’s stand-alone triangular notice board,700mm per three sided base x 1 200mm high withwheels/castors, Two sides pin board, one side whiteboard

1NoMagnetic white board1/13/138

Magnetic whiteboard 900mm H x 1 800mm WDurable aluminium with rounded plastic safetycorners, integrated Pen trays, Adjustable hanginghooks

1NoStage area sculptural piece1/13/139

Wooden ceiling mounted sculpture, Custom artpiece TBC

4NoActivity display box1/13/140

Freestanding 3 tier revolving box panels 500mm (H)X 400mm (L) X 400mm (W)on Aluminium supportframe, with velcro fabric display panels

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 14


NOTE: Unless otherwise stated herein, all items in thisBill shall be deemed to fall into the relevantWork Group for Haylett Formula purposes.

-----------------------------------

PLUMBING AND DRAINAGE


Descriptions of bolts shall be deemed to include nutsand washers.

Descriptions of expansion anchors and bolts andchemical anchors and bolts shall be deemed to includenuts, washers and mortices in brickwork, or concrete.

Metalwork described as "holed for bolt(s)" shall bedeemed to exclude the bolts, unless otherwisedescribed.

Descriptions

Pipes shall be jointed with ogee joints with rubbercollars, or socket and spigot joints with rubber rings.

Concrete pipes

Sewer and drainage pipes and fittings shall be jointedand sealed with butyl rubber rings.

Soil, waste and vent pipes and fittings shall be solventweld jointed.

uPVC pipes and fittings

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PLUMBING AND DRAINAGEBill No. 14MAIN CONTRACTORSection No. 1


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Pipes for water supply shall be of the class stated.

Pipes of 40mm diameter and smaller shall be plainended with solvent welded uPVC loose sockets andfittings.

Pipes of 50mm diameter and greater shall have socketsand spigots with push in type integral rubber ring joints.Bends shall be uPVC and all other fittings shall be castiron, all with similar push in type joints.

uPVC pressure pipes and fittings

Pipes shall be hard drawn and half hard pipes of theclass stated. Class 0 (thin walled hard drawn) pipesshall not be bent. Class 1 (thin walled half hard), Class2 (half hard) and Class 3 (heavy walled half-hard) pipesshall only be bent with benders with inner and outerformers. Fittings to copper waste, vent and anti syphonpipes, capillary solder fittings and compression fittings,shall be "Cobra Watertech" type. Capillary solder fittingsshall comply with ISO 2016. Only compression fittingsshall be used in walls, or in ground.

Copper pipes

Unless specifically otherwise stated, descriptions ofpipes shall be deemed to include fixing to walls, etc.,casting in, building in, or suspending not exceeding 1mbelow suspension level.

Fixing of pipes

Where fittings have reducing ends, or branches, theyare described as "reducing". In the case of pipes withdiameters not exceeding 60mm, only the largest end, orbranch, size is given. If the contractor wishes to useother fittings and bushes, or reducers, he may do so onthe understanding that no claim in this regard will beentertained. In the case of pipes with diametersexceeding 60mm all sizes are given and no claim forextra bushes, reducers, etc., will be entertained.

Reducing fittings

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Exposed surfaces of concrete stormwater channels,cover slabs, inspection eye marker slabs, gulley tops,cleaning eye tops, catch pits, inspection chambers, etc.,shall be deemed to be finished smooth "from themould", or floated smooth with a trowel, as the casemay be. Unless otherwise described, the costs of allconcrete elements associated with plumbing anddrainage are deemed to include the costs of thenecessary nominal reinforcement, formwork and surfacefinishes. "Exposed surfaces" are, in this case, deemedto mean concrete surfaces that are exposed to air.

Exposed concrete surfaces

No claim for rock excavation will be entertained unlessthe contractor has timeously notified the QuantitySurveyor thereof prior to backfilling.

"Soft rock" and "hard rock" shall be as defined in"Earthworks".

Excavations

In terms of the Standard System of Measuring BuildingWork, where excavation is measured separately for pipetrenches, chambers, etc., descriptions of suchexcavations shall be deemed to include additionalexcavation and backfilling necessary at joints, risk ofcollapse of sides of excavations and keepingexcavations free of water.

Pipes shall be laid and bedded and trenches shall becarefully backfilled in accordance with manufacturers'instructions.

Laying, backfilling, bedding, etc., of pipes

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Where no manufacturers' instructions exist, pipes shallbe laid in accordance with clauses 5.1 and 5.2 of eachof the following:

SABS 1200 L : Medium-pressure pipelinesLD : SewersLE : Stormwater drainage

Pipe trenches, etc., shall be backfilled in accordancewith clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB :Earthworks (Pipe trenches).

Pipes shall be bedded in accordance with clauses 3.1 to3.4.1, 5.1 to 5.3 and 7 of SABS 1200 LB : Bedding(Pipes).

Unless otherwise described, bedding of rigid pipes shallbe class B bedding.

Flush pans shall be hereby deemed to have straight, orside, outlets and "P", or "S", traps, as necessary.

Flush pans

Units shall have standard aprons on all exposed edgesand tiling keys against walls where applicable.

Stainless steel basins, sinks, wash troughs, urinals,etc.

Descriptions of waste unions shall be hereby deemed toinclude rubber, or vulcanite, plugs and chains fixed tofittings.

Waste unions

Tanks shall comply with SABS CKS 114.

Steel sectional water tanks

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Descriptions of cast iron roof outlets shall be deemed toinclude joints to pipes and casting into concrete(adaptors for joints to PVC pipes, etc., are givenseparately).

Descriptions of overflow pipes where measured innumber, shall be deemed to include joints to cisternsand splay cut ends.

General

Descriptions of pipes laid in, and including, trenchesshall be hereby deemed to include excavation, risk ofcollapse of sides of excavations, keeping free of allwater, bedding, backfilling, compaction to a minimum of93% Mod AASHTO dry density and removal from site ofsurplus excavated material, all by the contractor,unless otherwise described.

Descriptions of gulleys shall be hereby deemed toinclude excavation, risk of collapse of sides ofexcavations, keeping excavations free of all water,15MPa/19mm stone concrete bedding and encasement,150mm high 20MPa precast concrete dished surroundfinished smooth on exposed faces, removable cast irongrating, backfilling, compaction to a minimum of 93%Mod AASHTO dry density and removal from site ofsurplus excavated material, all by the contractor, unlessotherwise described.

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Descriptions of catch pits, junction boxes, manholes,inspection chambers, etc., that have masonry walls,shall be hereby deemed to include, excavation, risk ofcollapse of sides of excavations, keeping excavationsfree of all water, 150mm thick 20MPa concrete bottoms,15MPa concrete benching with smooth top surface(where applicable), channels and channel-fittings (whereapplicable), holes through walls (where applicable),230mm thick outer walls in extra hard burnt bricks incement mortar, one coat internal cement plaster onwalls, 150mm thick 20MPa concrete cover slab,including nominal steel reinforcement and rebatedopening for cover and frame (frame elsewheremeasured), formwork to sides and soffits, backfilling,compaction to a minimum of 93% Mod AASHTO drydensity and removal from site of surplus excavatedmaterial, all by the contractor, unless otherwisedescribed.

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Descriptions of foul sewer manholes, inspectionchambers, sumps, etc., that have circular precastconcrete walls, shall be hereby deemed to include,excavation, risk of collapse of sides of excavations,keeping excavations free of all water, 150mm thick20MPa concrete bottoms, including Y12 high tensilesteel bar reinforcement at 150mm centres in bothdirections with 30mm cover, 20MPa concrete benchingwith 20mm thick cement mortar smooth top surface(where applicable), channels and channel fittings (whereapplicable), holes through walls (where applicable),75mm thick (nominally) smooth precast reinforced25MPa concrete outer lower-chamber walls with theirbottoms bedded in cement mortar and their jointsprepared and taped to be waterproof, 50mm thick(nominally) smooth precast reinforced 25MPa concreteouter upper-chamber walls with their bottoms bedded incement mortar and their joints prepared and taped to bewaterproof, all joints of chamber walls are to be caulkedsmooth on the inside with 1:3 cement:sand grout withand, on the outside, two layers of 200mm wide x 0.5mmthick HDPE self-adhesive membrane, includingBituprime primer, 150mm thick 25MPa concreteintermediate slab, including R12 round mild steel barreinforcement at 150mm centres in both directions with30mm cover, and rebated opening to receive upperchamber, 150mm thick 25MPa concrete cover slab,including Y12 high tensile steel bar reinforcement at150mm centres in both directions with 30mm cover, andrebated opening to receive cover and frame (frameelsewhere measured), formwork to sides and soffits,backfilling, compaction to a minimum of 93% ModAASHTO dry density and removal from site of surplusexcavated material, all by the contractor, all brickworkplastered [minimum] 13mm thick internally andexternally sealed with three coats of abe Flintkote 3 andone coat of abe Silvacote, or equal and approved,unless otherwise described.

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Sumps that have Salberg circular precast concrete wallsshall be hereby deemed to include, excavation, risk ofcollapse of sides of excavations, keeping excavationsfree of all water, 3200 x 3200 x 250mm thick 25MPaconcrete bottoms, 25MPa concrete benching withsmooth top surface (where applicable), channels andchannel fittings (where applicable), holes through walls(where applicable), smooth precast reinforced 25MPaconcrete outer walls with their bottoms bedded incement mortar and their joints prepared and taped to bewaterproof, 250mm thick 25MPa concrete cover slab,including nominal steel reinforcement and rebatedopening for cover and frame (frame elsewheremeasured), formwork to sides and soffits, backfilling,compaction to a minimum of 93% Mod AASHTO drydensity and removal from site of surplus excavatedmaterial, all by the contractor, unless otherwisedescribed.

Descriptions of grid inlets shall be hereby deemed toinclude, excavation, risk of collapse of sides ofexcavations, keeping excavations free of all water,150mm thick 25MPa/19mm stone concrete bottoms,holes through walls for large pipes, 230mm thick outerwalls in extra hard burnt "engineering" bricks in cementmortar, built "fair face" and pointed internally, 230 x200mm high 25MPa/19mm stone concrete kerb finishedsmooth to falls on top, build in heavy-duty grating frame(frame elsewhere measured), formwork to sides,backfilling, compaction to a minimum of 93% ModAASHTO dry density and removal from site of surplusexcavated material, all by the contractor, unlessotherwise described.

Descriptions of service pipes and flexible connectingpipes shall be hereby deemed to include connections totaps, cisterns, etc., and to steel pipes (adaptors forconnections to copper pipes, etc., are given separately).

Descriptions of WC pans, slop hoppers, etc., shall bedeemed to include joints to soil pipes.

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Defective work, whether arising out of testingprocedures or otherwise, shall be rectified, or removedand replaced, and the whole re-tested, all at thecontractor's expense.

125m2

"Kaymat" grade U14 non-woven, continuous, filament,needle-punch, polyester geotextile filter fabric laidaround trench, to receive crushed stone pipe beddingand encasement in trench in lowest basement, with50mm side laps and 150mm end laps, includingstitching.

1/14/1

SUBSOIL DRAINAGE

77m

100mm Diameter uPVC geopipe laid to a 1:200 fall oncrushed aggregate in bottom of trench, includingexcavating trench not exceeding 1m deep in earth filling,remove excavated material from site, risk of collapse tosides of excavations, keep excavations free of water,crushed granitic aggregate [to pass a 19mm diameterring] bedding and back-filling in trench supplied by thecontractor.

1/14/2

35m

100mm Diameter uPVC geopipe laid to a 1:200 fall oncrushed aggregate in bottom of trench, includingexcavating trench exceeding 1m not exceeding 2m deepin earth filling, remove excavated material from site, riskof collapse to sides of excavations, keep excavationsfree of water, crushed granitic aggregate [to pass a19mm diameter ring] bedding and back-filling in trenchsupplied by the contractor.

1/14/3

3NoExtra over on 100mm diameter geopipe for bend.1/14/4

1NoExtra over on 100mm diameter geopipe for junction.1/14/5

1NoExtra over on 100mm diameter geopipe for rodding-eyeand cover-plate.

1/14/6

3m110mm Diameter uPVC pipe [no excavation - forrodding eyes].

1/14/7

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2No300 x 450mm Saint Gobain heavy duty dished gratingand frame [product No.2880].

1/14/8

STORM-WATER DRAINAGE

Concrete Pipes

34m450mm Diameter pipe laid in and including trenches notexceeding 1000mm deep.

1/14/9

Class 100D concrete pipes

130m450mm Diameter pipe laid in and including trenchesexceeding 1000mm and not exceeding 2000mm deep

1/14/10

4No450mm Bend1/14/11

Extra over concrete pipes

4No450mm Access junction1/14/12

7NoExceeding 1 250mm and not exceeding 1 500mm deepinternally

1/14/13

Manhole 900 x 900 x 1200mm manhole, complete

7No

900 x 900mm St. Gobain Pametic type C250 productno. RL90F1CD ductile iron recessed manhole cover,including ;locking mechanism and lockingspannerBesaans- du Plessis manhole cover and frame

1/14/14

Covers

1NoCatchpit 300 x 43 950mm and exceeding 750mm andnot exceeding 1 500mm deep internally.

1/14/15

Catchpits, sumps, etc. (gratings and coverselsewhere)

1NoCatchpit 300 x 300mm and exceeding 1 500mm and notexceeding 2 250mm deep internally.

1/14/16

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1NoCatchpit 300 x 1 300mm and exceeding 750mm and notexceeding 1 500mm deep internally.

1/14/17

1NoCatchpit 300 x 5 000mm and not exceeding 750mmdeep internally.

1/14/18

15m3Extra over excavation for sump, or catchpit, in earth forexcavation in hard rock and remove from site.

1/14/19

5No300 x 300mm Cast iron light duty dished grating andframe.

1/14/20

Cast iron gratings, covers, etc.

44No300 x 1 000mm Cast iron light duty dished grating andframe.

1/14/21

6No300 x 1 000mm Cast iron heavy duty stormwater gratingand frame.

1/14/22

1NoLifting key for manhole cover.1/14/23

Item

Provide all the necessary apparatus, water, etc., for andtest the whole of the subsoil drainage system to thewritten satisfaction of the principal agent, and replaceany defective work free of charge and leave perfect.

1/14/24

Testing

Foul sewer pipes are deemed to be bedded on a100mm high cradle and covered by 100mm highcompacted granular material selected by the contractorfrom the material excavated by the contractor; coveredwith a 200mm high compacted blanket of suitablematerial selected by the contractor from the materialexcavated by the contractor; and the balance of thetrench backfilled with suitable material excavated by thecontractor. The tendered costs are deemed to providefor these requirements.

SOIL DRAINAGE

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12m110mm Diameter half-round channels in bottoms ofmanholes.

1/14/25

uPVC channels, including joints

15m110mm Diameter pipe vertically, or ramped, to cleaningeyes, etc. (no excavation).

1/14/26

uPVC class 16 pipes, including pipe-joints

23m110mm Diameter pipe laid in, and including, trenchesnot exceeding 1000m deep.

1/14/27

39m110mm Diameter pipe laid in, and including, trenchesexceeding 1000mm and not exceding 2000mm deep.

1/14/28

11m110mm Diameter pipe laid in, and including, trenchesexceeding 2000m and not exceeding 3000m deep.

1/14/29

56m160mm Diameter pipe laid in, and including, trenchesnot exceeding 1000m deep.

1/14/30

68m160mm Diameter pipe laid in, and including, trenchesexceeding 1000mm and not exceding 2000mm deep.

1/14/31

26m160mm Diameter pipe laid in, and including, trenchesexceeding 2000mm and not exceeding 3000mm deep.

1/14/32

3No110mm Diameter pipe end cap.1/14/33

Extra over uPVC class 16 pipes for pipe fittings

2No110mm Diameter pipe for bend.1/14/34

2No110mm Diameter pipe for junction.1/14/35

1No110mm Diameter pipe for reducing junction.1/14/36

1No110mm Diameter access pipe.1/14/37

1No110mm Diameter pipe for access bend.1/14/38

1No110mm Diameter pipe for access junction.1/14/39

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5No160mm Diameter pipe for bend.1/14/41

2No160mm Diameter pipe for junction.1/14/42

2No160mm Diameter pipe for reducing junction.1/14/43

1No160mm Diameter access pipe.1/14/44

4No160mm Diameter pipe for access bend.1/14/45

1No160mm Diameter pipe for access junction.1/14/46

2No

Cast iron "ABC" cleaning eye at end of 160mm diameterpipe, including 985 x 985 x not exceeding 400mm highexcavation, risk of collapse to sides, keeping excavationfree of water, backfill, remove surplus excavateddmaterial from site, compact in situ earth 300mm deep to90% Mod.AASHTO density, 985 x 985 x 200mm high20MPa/19mm concrete collar-slab, type 2A AVMouldings cover and frame, weak mortar filling betweenconcrete-collar and pipe, two 45° pipe bends withsocket-end of one pipe-bend removed and BSP adaptorinstalled in pipe, one suitable short length of 110mmdiameter PVC pipe not exceeding 1000mm long[Rodding eye detail on drawing No. 16-0796507C/P/5-2rev.0].

1/14/47

4No110mm Diameter gulley trap with removable round castiron grating and two ports heads.

1/14/48

PVC gulleys

1NoManhole 900mm diameter and not exceeding 750mmdeep internally.

1/14/49

Precast concrete circular manholes (coverselsewhere)

3NoManhole 900mm diameter and exceeding 750mm andnot exceeding 1500mm deep internally.

1/14/50

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2NoManhole 900mm diameter and exceeding 1500mm andnot exceeding 2250mm deep internally.

1/14/51

1No

Manhole 900mm diameter and exceeding 1500mm andnot exceeding 2000mm deep internally with the lower1.5m depth increased to 1200mm diameter and 150mmprecast concrete reducer slab over enlarged bottomportion.

1/14/52

6No600mm Diameter Type 2A polymer concrete manholecover and frame, in accordance with SANS 1882:2003.

1/14/53

Covers, etc.

2No550mm Diameter 176kg type 2A cast iron road manholecover and frame.

1/14/54

1NoLifting key for manhole cover.1/14/55

32No"Calcamite", or equal and approved, step iron, includingmortice in side of precast concrete wall and grouting.

1/14/56

24m3Extra over excavation in earth for pipe trenches,chambers, etc. for excavation in intermediate material.

1/14/57

Sundries

36m3Extra over excavation in earth for pipe trenches,chambers, etc. for excavation in hard rock.

1/14/58

25m3

Extra over excavation for pipe trenches, manholes, etc.for carting away surplus material to a dumping site to belocated by the contractor.

1/14/59

39m

150mm Thick unreinforced concrete encasing to 110mmdiameter horizontal pipe, including additional excavation,risk of collapse to sides of excavation, keepingexcavation free of water, remove surplus excavatedmaterial, 12mm thick bitumenised softboard expansionjoints at not exceeding 4m centres and formwork.

1/14/60

2No500 x 500 x 50mm Precast concrete inspection eyemarker slab set in ground.

1/14/61

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2No100mm Diameter cast iron "ABC" cleaning eye at end ofpipe, encased in concrete in ground.

1/14/62

1No

Search for, locate, excavate not exceeding 3m deep,cutting into existing 300mm diameter HDPE drain pipefor and forming junction with new 110mm diameter PVCtype pipe, including pipe-fittings, adaptors, making goodand backfilling.

1/14/63

1No

"H.H.Bischoff Herbish HB GT 10L" grease trap, sizeoverall 1 200 x 3 000 x 1 500mm high, comprising grade304 stainless steel outer casing, four compartments,four hinged covers, 160mm diameter flanged inlet pipe,160mm diameter flanged outlet pipe, 110mm diameterventilation pipe, double basket, two water-seal baffles.

1/14/64

Grease traps

ItemTesting soil drainage system.1/14/65

Testing

RAINWATER DISPOSAL

ItemFor Portion 2 of site.1/14/66

Make written application, pay the prescribed costsand deposit to the Authorities, give the necessarynotices, search for, excavate not exceeding 6mdeep, expose storm-water sewer, obtain principalagent's written approval, cut into Authorities'existing sewer for, supply and insert new IE junctionfor, and connect new 300mm diameter storm-waterpipe and make good, including risk of collapse tosides of excavation, keep excavation free of water,backfilling compacted to 93% Mod.AASHTO drydensity and remove surplus excavated material fromsite

64m110mm Diameter pipe cast in concrete.1/14/67

Medium grade galvanised steel pipes, includingscrewed and socketed joints

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11m

100mm Diameter pipe suspended to falls under soffit ofreinforced concrete slab, including threaded boltedhangers fixed to soffits at suitable centres.

1/14/68

8No110mm Diameter pipe bend.1/14/69

Extra over medium grade galvanised mild steelscrewed and socketed pipes for galvanised pipe-fittings

8No110mm Diameter pipe junction.1/14/70

2No110mm Diameter uPVC pipe-to-iron adaptor.1/14/71

RAINWATER OUTLETS

1No102mm Diameter 180° vertical centre-bolt threadedoutlet.

1/14/72

"Saint Gobain Fullflow ref.3805", or equal andapproved, cast iron gratings, including casting inreinforced concrete

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SANITARY FITTINGS

9No

"Vaal" sanitaryware vitreous china "Orchid" back inlet,90 degree wall hung open rim pan. Code 439016.Colour: White. Sigma concealed cisterns as supplied by"Geberit". Kombifix product code 110.792.00.1 suitablefor wall mounting pans. Flush volume 6/3 liters. MamboActuator plate, Product code 115.751.00.1 finished inbrushed stainless steel,"Vaal Sanitaryware" JAZZdouble flap thermoset toilet seat, Code 8531Z0Manufactured by "Geberit". Including Isolating ballvalves, product code 1090-40 supplied by Cobra, Pair ofVaal Sanitary bolt-through-the-wall bracket (code8084Z0).

1/14/73

"Vaal", or equal approved, first grade commercialquality white glazed sanitary-ware

4No

"Vaal Sanitaryware" vitreous china 580 x 410mmPRESIDENT oval underslung vanity basin, withintegrated overflow fixed under vanity slab fixed to wall(refer to detail), using three or four hanger brackets(code 8125Z0), including "Geberit" dip tube trap,horizontal outlet: 32mm Diameter G1 1/4" bright chromeplated (code: 151.034.21.1)

1/14/74

2No

"Vaal Sanitaryware" vitreous china Urinal Divisions(code: 705228WH) Complete with fixing screws andhanger brackets.

1/14/75

1No

"Geberit" Abalona wall hung WC pan 6 ltr, rimfree,accessible by wheel chair. (code 500.262.01.1) WithGeberit Abalona WC seat ring, Bar hinge made ofmetal. Fastening from below. (code 500.340.01.1, toinclude Sigma concealed cisterns as supplied by"Geberit". Kombifix product code 110.792.00.1 suitablefor wall mounting pans. Flush volume 6/3 liters.MamboActuator plate. Product code 115.751.00.1 finished inbrushed stainless steel. Manufactured by "Geberit".

1/14/76

"Geberit", or equal approved, first grade commercialquality white glazed sanitary-ware

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5No

"Geberit" Smyle Urinal for concealed urinal flush control,outlet to rear. Wall hung with flushing rim, hidden trap,hidden fastening. (Code 500.254.01.1). Pnuematic flushactuaution, Sigma 10 finished in brushed stainlesssteel,"Geberit" product code 116.015.SN.1 ."Geberit"product code 119.704.16.1 flush pipes. Geberit" productcode 152.489.16.1 inlet set. Geberit" product code152.950.11.1 urinal traps. Geberit" product code116.004.00.1 urinal housing. Isolating ball valves,Product code 1090-40 as supplied by "Cobra".

1/14/77

1No

"Geberit" Alivio Urinal Partition 700mm,100x700x400mm White, (code:110000). Complete withfixing screws and hanger brackets.

1/14/78

8No

"Geberit" Abalona square washbasin less abledaccessible by wheel chair, shallow basin, visibleoverflow, centered tap hole. (code: 500.292.01.1)Geberit concealed trap with in wall cabinet and ready tofit set. (code: 151.120.21.1)

1/14/79

1No"Geberit" dip tube trap, horizontal outlet: d32mm G1 1/4"bright chrome plated. (code: 151.034.21.1)

1/14/80

5No

"Franke" Model CMPX592 Heavy Duty Wall and Floormounted Stainless Steel WC Pan, with seat holes to suittoilet seat, designed to fit a concealed flushing system.Code: 356115. Sigma concealed cisterns as supplied by"Geberit". Kombifix product code 110.792.00.1 suitablefor wall mounting pans. Flush volume 6/3 liters.MamboActuator plate. Product code 115.751.00.1 finished inbrushed stainless steel. Manufactured by"Geberit".Isolating ball valves. Product code 1090-40 assupplied by "Cobra"

1/14/81

"Franke", or equal approved, first grade commercialquality white glazed sanitary-ware

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1No

"Franke" Model CMPX594 Stainless Steel Wall HungWC Pan with seat holes to suit toilet seat. Code:356122.Sigma concealed cisterns as supplied by"Geberit". Kombifix product code 110.792.00.1 suitablefor wall mounting pans. Flush volume 6/3 liters.MamboActuator plate. Product code 115.751.00.1 finished inbrushed stainless steel. Manufactured by "Geberit".

1/14/82

3No

"Franke" Model CMPX538 Stainless Steel Back EntrySingle Wall mounting urinal.Code: 333258."Geberit"product code 119.704.16.1 flush pipes."Geberit" productcode 152.489.16.1 inlet set. "Geberit" product code152.938.00.1 urinal traps ."Geberit" product code116.004.00.1 urinal housing."Geberit" product code116.015.SN0.1 Pnuematic Urinal plate finished inbrushed stainless steel. Isolating ball valves. Productcode 1090-40 as supplied by "Cobra".

1/14/83

3No

"Franke" 900mm x 460mm Stainless Steel TRENDLINE711 Kitchen Sink. Code: 103.0040.351 With "Gerberit"P-trap, horizontal outlet, d50mm G1 1/2" white alpine.Code 152.741.11.1

1/14/84

1No

"Franke" general purpose sink Model/Type WB500GV,for wall mounting, stainless steel, surface satin finished,material thickness 1.5mm, seamless welded bowl withdimensions 370 x 340 x 160mm, rounded edges, 1 1/2"plug waste with plastic overflow pipe, drainage back left,30mm rear upstand, including stainless steel grid withrubber bumps, stainless steel screws and dowels.

1/14/85

12No

"Franke"Model/Type STRX672.Toilet roll holder withspindle system for wall mounting, manufactured from18/10 1.2 Stainless steel, satin finished with surfacetreatment.( Code 359716)

1/14/86

10No

"Franke'' Model/Type STRX618. Surface mounted soapdispenser, manufactured from (18/12) 1.2mm Stainlesssteel, satin finished with surface treatment (Code359705)

1/14/87

2No

''Franke'' Model/Type HF2400HD.Sensor operated handdryer for wall mounting, manufactured from (18/12)1.2mm Stainless steel with satin finish (Code 359961)

1/14/88

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6No

''Franke'' Model/Type RODX600HD for wall mounting,0.8mm Stainless steel, surface satin finished, foldedfront cover, cylinder lock with Franke standard key, inclstainless steel screws and dowels

1/14/89

8No

''Franke'' Model/Type STRX605.Surface mounted wastebin, manufactured from 18/12 1.2mm stainless steelsatin finished with surface treatment (Code 359730)

1/14/90

8No''Kimberley Clark SA'' Fragrance dispenser oracceptable equivalent

1/14/91

''Kimberley Clark'' Fragrance dispenser

2No

''Cobra T sray Kit trigger control hand spray, highpressure Chomalux hose, angle and hand showerholder

1/14/92

''Cobra''

6No

Trough hand basin constructed of 20mm thick'Caesarstone' quartz surface fixed and including steelframe to detail and a custom made 1.5mm stainlesssteel drain. Refer to trough detail on Drawing NoAR/BSC-P1-MPC/231 Typical Trough Detail andAR/BSC-LIB-P2/230 STAGE T, Furniture and Fittings.

1/14/93

“Caesarstone” custom-made polished on all visiblesurfaces, with arrised edges

1No32mm stainless steel side grab rail, code: DL2.1/14/94

"Chairman Industries" products plugged andscrewed to tiled masonry, or concrete, wall

1No32mm stainless rear grab rail around cistern, code:SR2A.

1/14/95

TRAPS ETC

16No32mm Diameter 340 CP bottle trap [whbs].1/14/96

"Cobra Watertech", or equal and approved

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TAPS, VALVES, ETC

16No

"Cobra" Metering spout with Chrome plated finish(Code: KM066WT-114), wall type with non-hold openfeature, flow controller and wall flange. Flow cycle 1-20seconds.

1/14/97


3No"Cobra" Single lever sink mixer with tubular swivel outlet(Code: SS-970).

1/14/98

10No"Cobra" self closing pillar tap with chrome plated finish(code: KM2-100FS)

1/14/99

9No15mm Diameter 059CP extension piece with sliding wallflange.

1/14/100

109No1070-15mm CP fullway ballcock with copper x BSPthreaded connections.

1/14/101

109No15mm 232/350 CP angle regulating valve with 350mmlong CP service connection.

1/14/102

66No20mm 126-20 RB stoptap with BSP threadedconnection.

1/14/103

6No15mm Lockable bib tap with screwed hose connection.1/14/104

11No20mm 128-20 CP Star under-wall pattern stoptap withBSP threaded connections.

1/14/105

15No20mm 1004M-20 heavy duty fullway gate valve1/14/106

8No15mm 171/041 Star CP pillar-type sink mixer withadjustable connections.

1/14/107

2No15mm 186/15 Star CP built-in shower mixer with cover-plate.

1/14/108

2No50mm 1025RB automatic closing check valve.1/14/109

2No50mm 1050RB in-line strainer.1/14/110

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2NoPB1.10RB vacuum breaker.1/14/111

2NoPA1.1RB "Kwikflo" 400 kPa pressure reducing valve.1/14/112

2No"Geberit" Self closing tap type 26 without mixer; brightchrome plated. (Code:115.720.21.1)

1/14/113

"Geberit", or equal and approved

SOIL, WASTE AND VENT SANITARY PLUMBING


Make written application, pay the prescribed costsand deposit to the Authorities, give the necessarynotices, search for, excavate not exceeding 6mdeep, expose sewer, obtain principal agent's writtenapproval, cut into Authorities' existing uPVC sewerfor, supply and insert new IE junction for, andconnect new 160mm diameter soil pipe and makegood, including risk of collapse to sides ofexcavation, keep excavation free of water,backfilling compacted to 93% Mod.AASHTO drydensity and remove surplus excavated material fromsite

44m40mm Diameter pipes.1/14/115

uPVC pipes




Extra over uPVC soil and vent pipes for pipe-fittings

12No40mm Diameter pipe access bend.1/14/119

24No40mm Diameter pipe junction.1/14/120

12No40mm Diameter pipe access junction1/14/121

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12No50mm Diameter pipe reducer.1/14/124

24No50mm Diameter pipe access junction.1/14/125

3No110mm Diameter IE pipe.1/14/126



36No110mm Diameter pipe access junction.1/14/129

12No110mm Diameter pipe reducing junction.1/14/130

6No110mm Diameter pipe access reducing junction.1/14/131

27No110mm Diameter pipe pan connector.1/14/132

ItemTesting waste pipe system.1/14/133

Testing

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This is deemed to be part of the MECHANICAL works

CONDENSATE DRAINAGE

WATER SUPPLIES


Make written application, pay the prescribed costsand deposit to the Authorities, give the necessarynotices, search for, excavate not exceeding 2mdeep, expose water main, obtain principal agent'swritten approval, cut into Authorities' existing watermain for, supply and insert new tee for, and connectnew 110mm diameter HDPE water pipe and makegood, including risk of collapse to sides ofexcavation, keep excavation free of water,backfilling compacted to 93% Mod.AASHTO drydensity and remove surplus excavated material fromsite

168m110mm Pipes laid in and including trenches1/14/135

Class 16 uPVC pressure pipes

29m50mm Pipes laid in and including trenches1/14/136

8No110mm Bend1/14/137

Extra over uPVC pressure pipes for solvent weldedpressure fittings

4No110mm Reducer1/14/138

4No50mm Bend1/14/139

3m3Unreinforced concrete in thrust blocks at bends, tees,etc including necessary extra excavation, formwork, etc

1/14/140

Sundries

2No450 x 450mm Cast iron stopcock box including brickchamber below not exceeding 1000mm deep internally

1/14/141

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2No

640 x 640mm Valve chamber not exceeding 1000mmdeep internally, including brickwork, concrete, and heavyduty cover (Blue) and frame - ductile iron with chan fixedto cover and frame

1/14/142

1No

2 240 x 1 540mm Meter or valve box including brickchamber below not exceeding 1500mm deep internally,including 150mm thick cast in-situ 20MPa concretefooting and 180mm thick cover slab for circular shaftsection. (As per drawing no. 16-0796507C/P/5-1)

1/14/143

1No


1/14/144

1No


1/14/145

3No700mm Diameter polymer cover and frame1/14/146

155m20mm Diameter pipe.1/14/147

Medium grade galvanised mild steel pipes withscrewed and socketed jointsMedium gradegalvanised mild steel pipes with flanged joints,including holes drilled to Table "F", gaskets, bolts,nuts, etc.





6m100mm Diameter pipe laid in, and including, trenchesnot exceeding 500mm deep.

1/14/152

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45No25mm Diameter pipe fittings.1/14/153

Extra over medium grade galvanised steel pipeswith screwed and socketed joints for galvanisedsteel pipe-fittingsORExtra over medium gradegalvanised steel pipes with flanged joints forgalvanised steel pipe flanged-fittings

8No32mm Diameter pipe plug.1/14/154

6No32mm Diameter pipe nipple.1/14/155

6No32mm Diameter pipe bush.1/14/156


4No32mm Diameter pipe tee.1/14/158

3No32mm Diameter pipe reducing tee.1/14/159

8No32mm Diameter pipe steel-to-copper adaptor.1/14/160

7No32mm Diameter pipe union.1/14/161


Class "O" copper pipes with capillary pipe-joints

103m15mm Diameter pipes in, and including, chase in walland wrapping in building paper.

1/14/163




372m15mm Diameter pipe fittings.1/14/167

Extra over copper pipes with capillary joints forcapillary pipe-fittings

45m22mm Diameter pipe fittings.1/14/168

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8No35mm Diameter pipe end-cap.1/14/170

27No35mm Diameter pipe reducing coupler.1/14/171

81No35mm Diameter pipe elbow.1/14/172

27No35mm Diameter pipe tee.1/14/173

9No35mm Diameter pipe reducing tee.1/14/174


Extra over copper pipes with capillary joints forbrass screwed pipe-fittings



2No300 x 300mm Cast iron stopcock box, including brickchamber not exceeding 250mm deep internally.

1/14/178

Sundries

These are deemed to be part of the MECHANICALworks.

ELECTRIC WATER HEATERS

ItemDisinfect potable water pipe system.1/14/179

Disinfection

ItemTesting water pipe system.1/14/180

Testing

These are deemed to be part of the MECHANICALworks.

FIRE PROTECTION AND FIRE-WATER SYSTEM

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1No

90 x 900mm St.Gobain Pametic type C250 product No.RL90F1CD, or equal and approved, ductile ironrecessed manhole cover, including locking mechanismand locking spanner.

1/14/181

Sundries

7NoSleeve exceeding 250mm and not exceeding 500mmlong.

1/14/182

Plastic sleeves for pipes exceeding 100mm and notexceeding 200mm diameter

HOLES, ETC.

9NoThrough 300mm thick reinforced concrete slab, beam,wall, etc.

1/14/183

Core drilling of hole for pipe not exceeding 50mmdiameter

8NoThrough 300mm thick reinforced concrete slab, beam,wall, etc.

1/14/184

Core drilling of hole for pipe exceeding 50mm andnot exceeding 100mm diameter

Item

The contractor shall prepare a final set ofcomprehensive, detailed, annotated, "as-built" plumbingand drainage drawings. At completion of the works, thecontractor shall submit one set of these drawings to theprincipal agent for written approval. Such drawingsshall truly represent the plumbing and drainage part ofthe works that have been built, including descriptions ofpipe sizes, materials, locations, depths, pipe-connections, sanitary- and other ware, cisterns,catchpits, manholes, other accesses, etc., traps, valves,pumps, filters, tanks and all design and otherinformation that would be reasonably expected to berequired for future maintenance and alteration purposes.Such drawings shall be clearly, fully, annotated inEnglish and be to a scale not less than 1:100.

1/14/185

AS-BUILT DRAWINGS

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 15


------------------------------------

MECHANICAL WORK

Item

Mechanical work including, wet services, HVACservices, fire services and sundry services. (Carriedfrom Part A - Mechanical)

1/15/1

Mechanical Work

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MECHANICAL WORKBill No. 15MAIN CONTRACTORSection No. 1



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 16


-----------------------------------

GLAZING

NOTE:Glazing shall be in strict conformance with glassmanufacturer's recommendations and all in accordancewith National Building Regulations Part N, SANS10137. All dimensions to be verified on site beforecommencement of shop drawings/manufacture. Anyerrors, discrepancies or ommissions to be brought to theattention of the Architects immediately.

TOPS, SHELVES, DOORS, MIRRORS, ETC.

6m2Panes exceeding 0.1m2 and not exceeding 0.5m21/16/1

Fanlight - 4mm thick Clear glazing to be inaccordance with Building regulations Part N, SANS10137 and SABS 1263

1m2Panes exceeding 0.5m2 and not exceeding 2m21/16/2


Viewing panel - 450x250mm and 6.5mmintruderprufe NS laminated clear safety glazingviewing panel with Aluminium glazing beeds withneoprene gasket


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GLAZINGBill No. 16MAIN CONTRACTORSection No. 1


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0.3m2Panes exceeding 0.1m2 and not exceeding 0.5m21/16/5

Viewing panel - 450x250mm Double glazed clearGeorgian wired glass with brushed stainless steelframe surround with Aluminium glazing beeds withneoprene gasket all in accordance with Buildingregulations Part N, SANS 10137 & SABS 1263


20NoMirrors 900mm x 1200 mm high1/16/7

4mm Silver float glass copper mirrors with 10mmbevelled and polished edges fixed with doubledsided adhesive tape on top of tiles.

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GLAZINGBill No. 16MAIN CONTRACTORSection No. 1



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 17

All the Trade Preambles and Supplementary Preambleswhich apply to any Trade in the previous bills is herebydeemed to apply with equal force and effect to the sameTrade in this bill.

EXTERNAL WORKS


The cost of bituminous premix surfacing shall includethe cost of protection of kerbs, channels, buildings andanything else likely to be damaged, or defaced, thereby.

The cost of channels, humps and shoulders formed insurfacing shall include the cost of the formation ofchannels, humps and shoulders in the associated basecourse, subgrade, etc. and for angles, ends, etc.

The cost of concrete kerbs, channels, etc., shall includethe cost of the necessary excavation, risk of collapse ofthe sides of the excavation, keeping excavation freefrom water, backfilling with suitable material from theexcavation, compacting and removing surplusexcavated material.

Roadwork generally

Paving shall be laid in accordance with SABS 1200 MJ,SANS 1058 and the Concrete Masonry Association'sspecifications

Paving

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EXTERNAL WORKBill No. 17MAIN CONTRACTORSection No. 1


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CONCRETE, FORMWORK AND REINFORCEMENT

Unreinforced Concrete

9m3Surface blinding under footings and bases1/17/1

"No fines" concrete

Reinfored Concrete

18m3Strip footings.1/17/2

25MPa/19mm concrete:

34m3Stairs/Ramp1/17/3

5m3Planter Box1/17/4

15NoMaking and testing 150 x 150 x 150mm concretestrength test cube.

1/17/5

Test Cubes

Rough Formwork (Degree of Accuracy II)

320mEdges, risers, ends and reveals not exceeding 300mmhigh or wide

1/17/6

Rough formwork to sides

Movement Joints, etc

32m125mm Joints not exceeding 300mm high1/17/7

Expansion joints with softboard between verticalconcrete and brick surfaces

155mNot exceeding 150mm high vertically between edges ofsurface bed and masonry walls.

1/17/8

Isolation joints with closed cell expandedpolyethylene filler between vertical concretesurfaces

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Reinforcement

1.44tVarious diameter bars1/17/9

High tensile steel reinforcement to structuralconcrete work

190m2Type 193 fabric reinforcement in concrete paving etc1/17/10

Fabric reinforcement

MASONRY

Foundations

14m2One brick walls1/17/11

Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar in loadbearing walls, etc

29m2One and a half brick wall1/17/12

Superstructure

38m2One brick walls1/17/13

Brickwork of NFP bricks (14 MPa nominal compressivestrength) in class II mortar in loadbearing walls, etc.

34m2One and a half brick wall1/17/14

Brickwork sundries

91m75mm Wide reinforcement built in horizontally.1/17/15

2.5mm Thick galvanised welded brick reinforcement


Precast Concrete Copings Etc

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37m

330 x 50mm Thick overall copings weathered on top to230mm thick along one edge, with drip groove in bottomalong one edge

1/17/17

Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing

Face Brickwork

72m2Extra over brickwork for face brickwork1/17/18

Clay face bricks pointed with recessed horizontal andvertical joints laid in accordance with SABS 227:2002 instretcher bond with, and including, class 1 [1:4]cement/sand mortar(Allow PC of R3000/1000)

155mCoping on top of one brick wall1/17/19

Brick-on-edge header course copings, sills, etc of facebricks pointed with recessed joints on all exposed faces

35No

450 x 450 x 450mm high cube custom made withexposed aggregate concrete bollard with a smooth greytop finish including excavation, backfilling andunreinforced concrete footings where applicable

1/17/20

BOLLARDS

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 18

PROVISIONAL SUMS, ETC.

1. The contractor's attention is drawn specifically tothe Principal Building Agreement clause 20.0(nominated subcontractors), clause 21.0(selected subcontractors) and clause 22(employer's direct contractors) and to the relatedclauses in Bill No. 1 - Preliminaries of the bills ofquantities..

NOTES:

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PROVISIONAL SUMS, ETC.Bill No. 18MAIN CONTRACTORSection No. 1


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Notwithstanding the provisions of the contractagreement as included under “Preliminaries”, generalattendance on N/S subcontractors shall be deemed tobe as follows:-

The contractor shall, at his own expense, provide thefollowing general attendance on the N/S subcontractorexecuting each such subcontract works:-

i. Access to the site and places where suchsubcontract works are to be executed,including the reasonable use of temporarypersonnel hoists erected by the contractor.

ii. Potable water, electric lighting and single-phaseelectric power to a position within 50-metres ofthe place where such subcontract works are tobe executed, but excluding water, fuel andelectric power for commissioning of anyinstallation.

iii. An area on site for such subcontractor toestablish temporary office accommodation andworkshops and for the storage of plant andmaterials for the works.

iv. The use of erected scaffolding belonging to thecontractor, in common with others having thelike right, while it remains erected on site.

v. The use of the contractor's ablution and toiletfacilities, and the like, where provided.

vi. The use of the contractor's site telephone andfacsimile machine, where provided, subject tothe payment by such subcontractor for usagethereof.”

2. The contractor's attention is drawn to the definitionof "special attendance" on Nominated, orSelected, subcontractors and of fuel, electricalpower and water for commissioning of mechanicaland other specialised installations given in theASAQS Preliminaries.

3. Where special attendance includes the provision ofhoisting facilities for a N/S subcontractor then thecontractor shall:-

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* ensure that the capacities of his hoistingequipment are sufficient to deal with the massesand the quantities of the items to be hoisted,

* schedule the times of availability of the hoistingequipment for each N/S subcontractor,

* provide all necessary personnel to operate thehoisting equipment,

all to enable such subcontractor to safely executethe hoisting, or lowering, of his material, etc., usingthe facilities provided by the contractor.

306 000.00ItemProvide the sum of R 306,000.00 (Three Hundred andSix Thousand Rands) for joinery.

1/18/1

JOINERY

%Profit.1/18/2

%General attendance1/18/3

165 000.00ItemProvide the sum of R 165,000.00 (One Hundred SixtyFive Thousand Rands) for external signage.

1/18/4

EXTERNAL SIGNAGE

%Profit.1/18/5


90 000.00ItemProvide the sum of R 90,000.00 (Ninety ThousandRands) for directional signage.

1/18/7

DIRECTIONAL SIGNAGE

%Profit.1/18/8


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2 000 000.00ItemProvide the sum of R 2 000,000.00 (Two Million Rands)for access control.

1/18/10

ACCESS CONTROL

%Profit.1/18/11


372 000.00ItemProvide the sum of R372,000.00 (Three Hundred andSeventy Two Thousand Rands) for ironmongery.

1/18/13

IRONMONGERY

%Profit.1/18/14


1 500 000.00ItemProvide the sum of R1 500,000.00 (One Million FiveHundred Thousand Rands) for artworks.

1/18/16

ARTWORKS

%Profit.1/18/17


185 000.00ItemProvide the sum of R185,000.00 ( One Hundred EightyFive Thousand Rands) for Toilet Partitioning.

1/18/19

TOILET PARTITIONS

%Profit.1/18/20


580 000.00ItemProvide the sum of R580,000.00 (Five Hundred andEighty Thousand Rnads) for vanities.

1/18/22

VANITIES

%Profit.1/18/23

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BUDGETORY ALLOWANCE

The items desirbed hereunder cover work which is notfully defined at tender stage and s intended to beexcecuted by the contractor at rates to be agreed withthe contractor. The amounts shown shall be used asdirected by the Representative/Agent and shall bededucted in whole in part if not required.

NOTES:

Item

Provide the Amount of R175 000.00 (One Hundred andSeventy Five Thousand rands) for builders work inconnection with services to be executed to existing,etcto be used as directed by the Arcitect and deducted inwhole or in part if not required.

1/18/25

Builders Work in Connection with Services

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JANUARY 2020

MAIN CONTRACTOR

SECTION SUMMARY - MAIN CONTRACTORBillNo

PageNo

Amount

Section No. 1

139PRELIMINARIES1/1

149EARTHWORKS1/2

156CONCRETE, FORMWORK AND REINFORCEMENT1/3

158WATERPROOFING1/4

161ROOF COVERINGS1/5

165CARPENTRY AND JOINERY1/6

175CEILINGS AND PARTITIONS1/7

177FLOOR COVERINGS, WALL LININGS, ETC.1/8

179IRONMONGERY1/9

184STRUCTURAL STEELWORK1/10

201METALWORK1/11

204TILING1/12

230LOOSE FURNITURE AND EQUIPMENT1/13

258PLUMBING AND DRAINAGE1/14

259MECHANICAL WORK1/15

261GLAZING1/16

265EXTERNAL WORK1/17

270PROVISIONAL SUMS, ETC.1/18

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MAIN CONTRACTORSection No. 1


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JANUARY 2020

SECTION NO. 2: EME/QSE

BILL NO. 1

DEMOLITIONS

Before submitting his tender the tenderer shall visit thesite and satisfy himself as to the nature and extent ofthe work to be done and the value of the materialscontained in the buildings or portions of the buildings tobe demolished. No claim for any variations of thecontract sum in respect of the nature and extent of thework or of inferior or damaged materials will beentertained

View Site

No explosives whatsoever may be used for demolitionpurposes unless otherwise stated

Explosives

Water supply pipes and other piping in ground that maybe encountered and found necessary to disconnect orcut, shall be effectually stopped off or grubbed up andremoved, and any new connections that may benecessary shall be made with proper fittings to thesatisfaction of the principal agent

General

Unless otherwise described all materials are to becomethe property of the contractor and are to be removedfrom the site

DEMOLITIONS, ETC

102m2Approximately 100mm thick mesh reinforced concretesurface beds, paving, etc

2/1/1

Breaking up and removing

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DEMOLITIONSBill No. 1EME/QSESection No. 2


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176m285mm Thick brick paving with mortar joints2/1/2

690m285mm Thick concrete paving with mortar joints2/1/3

640m2Bitumious road surfacing, etc.2/1/4

2 609m2Acrylic tennis court surfacing, etc.2/1/5

70mApproximately 500 x 250mm high Concrete stormwaterchannel

2/1/6

105m

2,4m High precast concrete palisade fencing with toprails, palings 2,5m long at 145mm centres and posts 3mlong at 2m centres cast in and including 400 x 500 x650mm concrete blocks in ground.

2/1/7

Taking down and removing

77m

2,4m High precast concrete palisade fencing with toprails, palings 2,5m long at 145mm centres and posts 3mlong at 2m centres cast in and including 400 x 500 x650mm concrete blocks in ground, including 45 degreebarbed wire overhang.

2/1/8

337m

Tennis court fence approximately 4m high with steelposts and top rail, including gates approximately 900 x2100mm high

2/1/9

25m

Tennis court fence approximately 4m high with steelposts and top rail, including removing growth all roundfencing

2/1/10

22mDevils fork palisade fence approximately 2.4m high withsteel posts, top and bottom rails, etc.

2/1/11

16mPalisade fence approximately 2.4m high with steelposts, top and bottom rails, etc.

2/1/12

1No4m Long x 2.4m high steel gate on sliding rail fixed tosteel posts in concrete foundations.

2/1/13

1NoDouble swing gate, approximately 4m long x 3m high,fixed to steel post in concrete foundations.

2/1/14

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4NoTennis court net, approximately 1m high including steelpost cast into concrete foundations

2/1/15

164mOne brick boundary or yard walls approximately 3.5mhigh, including precast concrete coping, etc.

2/1/16

Demolishing and removing

1No

Metal roof canopy approximately 4 x 16.5m on plan andapproximately 2.8m high comprising metal roof covering,steel posts/columns cast into concrete foundations, fixedto existing tennis clubhouse building

2/1/17

1No

Existing single storey building with pitched roofapproximately 450m² on plan and approximately 3mhigh at eaves comprising concrete surface bed withearth filling below, brick external walls, no internal wallsand clay tile roof covering on timber trusses, rainwaterdown pipes, gutters, etc.

2/1/18

1No

Single storey building with pitched roof approximately 5x 5m on plan and approximately 3m high at eavescomprising concrete surface bed, brick external walls,brick internal walls and metal roof covering on timbertrusses, including rainwater down pipes, gutters and 1mwide concrete apron all round

2/1/19

1No

Single storey building with pitched roof approximately 13x 15m on plan and approximately 3m high at eavescomprising concrete surface bed, brick external walls,brick internal walls and metal roof covering on timbertrusses, including roof gutters, down pipes, securitygates, etc.

2/1/20

1No

Single storey building with pitched roof approximately 10x 5m on plan and approximately 3m high at eavescomprising concrete surface bed, brick external walls,brick internal walls and metal roof covering on timbertrusses, including roof gutters, down pipes, securitygates, etc.

2/1/21

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1No

Single storey building with pitched roof approximately 15x 6.5m on plan and approximately 3m high at eavescomprising concrete surface bed, brick external walls,brick internal walls and metal roof covering on timbertrusses, including roof gutters, down pipes, securitygates, burglar bars, external brick steps, etc.

2/1/22

1No

Single storey U-shaped building with pitched roofapproximately 15 x 15m on plan and approximately 3mhigh at eaves comprising concrete surface bed, brickexternal walls, brick internal walls and metal roofcovering on timber trusses, including roof gutters, downpipes, security gates, burglar bars, etc.

2/1/23

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 2

EARTHWORKS


----------------------------------

PREAMBLES


The contractor shall notify the principal agent as soonas the excavations are ready to receive foundations andno building work may be started until the principalagent has approved the excavations in writing.

Excavations generally

Any excavation taken out below the excavation shownon drawings, or required by the principal agent in orderto obtain a solid foundation, or for other reasons, shallbe filled in by the contractor, at his own expense, with10Mpa concrete.

The nature of the ground is assumed to be gravel,therefore "earth", but possibly interspersed with"intermediate material", or "hard rock".

Nature of ground

For all excavation measurement purposes only, theclassification of excavated materials shall be inaccordance with SANS1200D clause 3.1, unlessotherwise described.

Classification of excavated materials other than"earth"

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EARTHWORKSBill No. 2EME/QSESection No. 2


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3.1 CLASSIFICATION FOR MEASUREMENTPURPOSES.3.1.1 Method of Classifying. The Contractor may useany method he chooses to excavate any class ofmaterial, but his chosen method of excavation shall notdetermine the classification of the excavation. TheEngineer will decide on the classification of thematerials excavated. The classification will be based oninspection of the material to be excavated and on thecriteria given in 3.1.2 (a) to (e), as applicable. Allequipment specified in 3.1.2 (a) to (c) shall be in goodmechanical condition. "Efficiently", as used in 3.1.2 (a)to (c) shall be deemed to mean, "in a manner that canreasonably be expected of a contractor, having regardto the production achieved".In the event of a disagreement between the Contractorand the Engineer, it shall be the responsibility of theContractor, if so required and subject to the terms ofsubclause 4.1 of SABS 1200D-1988, to make availableat his own expense such mechanical equipment as isspecified in 3.1.2 (a) to (c), in order to assess thereasonable removeability, or otherwise, of thematerial.The Engineer 's decision on the classificationshall then, subject to the relevant provisions of theContract, be binding.

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3.1.2 Classes of Excavation . The excavation of materialwill be classified as follows, for purposes ofmeasurement only:-(a) Soft Excavation .(1) "Soft excavation", other than in "restrictedexcavation", shall be excavation in material that can beefficiently dug out, or loaded, without prior ripping, byany of the following plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]approximately 22-metric tons and flywheel powerapproximately 145kW, or(ii) a tractor-scraper unit of total mass [including mass ofripper, if fitted] approximately 28-metric tons andflywheel power approximately 245kW, pushed duringloading by a bulldozer equivalent to that specified in (b)(1) hereunder, or(iii) a track type front-end loader of mass [includingmass of ripper, if fitted] approximately 22-metric tonsand flywheel power approximately 145kW.(2) In the case of restricted excavation, "soft excavation"shall be excavation in material that can be efficientlydug out by a back-acting excavator of flywheel powerapproximately 0.10 kW per millimetre of tined-bucketwidth, without the use of pneumatic tools such aspaving-breakers.

(b) Intermediate Excavation .(1) "Intermediate excavation", other than in "restrictedexcavation", shall be excavation in material that can beefficiently ripped by a bulldozer of mass approximately35-metric tons, fitted with a single-tine ripper suitable forheavy ripping and flywheel power approximately 220kW.(2) In the case of restricted excavation, "intermediateexcavation" shall be excavation in material that requiresa back-acting excavator of flywheel power exceeding0.10 kW per millimetre of tined-bucket width, or the useof pneumatic tools such as paving-breakers, beforeremoval by equipment equivalent to that specified in (a)(2) hereinbefore.

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(c) Hard Rock Excavation .(1) "Hard rock excavation", other than in "restrictedexcavation", shall be excavation [other than "boulderexcavation"] in material that cannot, before removal, beefficiently ripped by a bulldozer equivalent to thatspecified in (b) (1) hereinbefore.NOTE: Such excavation generally includes materialsuch as formations of unweathered rock that can beremoved only after blasting, or wedging and splitting.(2) In the case of restricted excavation, "hard rockexcavation" shall be excavation in material [excludingboulder excavation] that cannot be efficiently removedwithout blasting, or wedging and splitting.

(d) Boulder Excavation Class A.(1) "Boulder excavation class A", shall be excavation inmaterial containing more than 40% by volume ofboulders of size in the range 0.03 to 20m3 , in a matrixof soft material, or smaller boulders. Excavation indolomite formations, other than solid dolomite, will beclassed as "boulder excavation class A", if the formationcontains more than 40% by volume of lumps of harddolomite of a size in the range 0.03 to 20m3, in a matrixof soft material, or smaller lumps of hard dolomite.Excavation of solid boulders, or lumps of size exceeding20m3, will be classed as "hard rock excavation".Excavation of fissured, or fractured, rock will not beclassed as "boulder excavation" but as "hard rock", or"intermediate excavation", according to the nature of thematerial.

(e) Boulder Excavation Class B.(1) "Boulder excavation class B", shall be excavation ofboulders only, which(1) are in material containing 40%, or less, by volume ofboulders of size in the range of 0.03 to 20m3, in a matrixof soft material, or smaller boulders and which(2) require individual drilling and blasting in order to beloaded by a track-type front-end loader, or back-actingexcavator, as the case may be, as specified in (a) (1), or(a) (2) hereinbefore.The excavation of the rest of the material will be classedas "soft", or "intermediate excavation", according to thenature of the material.

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If the contractor considers that any of the excavationsare more difficult in nature than excavations in "earth",he shall immediately notify the principal agent andquantity surveyor in writing. If the contractor fails tomake such notification, the excavations shall be deemedto be in "earth" and shall be measured, and valued,accordingly.

The contractor may, with the prior written permission ofthe principal agent and in terms of the conditions ofcontract, use any method he chooses to excavate anyclass of material, but his chosen method of excavationshall not determine the classification of the materialsexcavated.

No blasting will be allowed without the prior writtenpermission of the principal agent.

Blasting

If any blasting is necessary, the contractor shall takeevery precaution to protect the works and persons,animals and property, in the vicinity of the works. Thecontractor will be held responsible for any injury, loss,and/or damage, caused by such blasting operations andshall make good such loss and/or damage at his ownexpense.

The contractor shall be responsible for the risk ofcollapse of all excavated faces.

Risk of collapse

Where excavations do not exceed 1.5m deep, thenature of the precautions to be taken shall be entirely atthe contractor's discretion. The contractor shall eitherprovide temporary support to the excavated faces, orcarry the risk of collapse of the faces, with all itsimplications and possible consequential costs.Where excavations exceed 1.5m deep, the contractorshall maintain all excavated faces, in accordance withStatutory and local Authority Regulations, and beresponsible for the resultant, and consequential, costs ofany failure in the aforesaid face-maintenance/s.

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Excavations for working space shall include anyadditional risk of collapse so incurred.

Working space risk of collapse

The contractor shall protect the excavations from theingress of water. Any water which occurs in theexcavations, whether as a result of rain, or othercauses, except subterranean water, shall immediatelybe removed by baling, pumping, or other approvedmethod.


Descriptions of carting away of excavated material shallbe deemed to include loading excavated material ontotrucks directly from the excavations, or from stock pilessituated on the building site. The contractor is herebydeemed responsible for the choice of dump site. If suchdump site is foreclosed, or becomes unavailable, for anyreason, it remains the contractor's responsibility toprovide a suitable replacement dumpsite at no additionalcost to the employer.

Carting away of excavated material

Notwithstanding the reference to prescribed multiplehandling in clause 1 page 6 of the Standard System ofMeasuring Building Work, prices for filling and backfillingshall include for all selection and any necessary multiplehandling of material.

Filling

Unless otherwise described, all "filling" and "backfilling"is hereby deemed to be compacted to93%Mod.AASHTO dry density.

Compaction of all "filling" and "backfilling"

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Descriptions of "removing", or "carting away", of suchmaterial shall be deemed to include loading suchmaterial onto trucks directly from the works, or,alternatively, from stock piles situated on the site, andtaking such material to a registered dump-site that hasbeen located off-site by the contractor for suchdisposal.The contractor is hereby deemed to be responsible forthe choice of dumping site. If a dump-site located off-site by the contractor is foreclosed, or unavailable, forwhatever reason, it remains the contractor'sresponsibility to timeously obtain a suitable replacementdump-site without additional cost to the employer.

Removal, or carting away, of excavated material, ordemolished, or other, materials arising from theearthworks

"Working space" which might be required for purposesof the contractor placing-and-removing formwork, orconstructing brick linings, or for purposes of executingany other ordinary builder's work, is deemed notmeasurable where the excavation to which such"working space" refers constitutes a horizontaldimension of 500mm, or more, between the excavatedvertical face and the face of the structure being built.

"Working space"

Where "working space" is measurable, it shall bedeemed to include all additional excavation, includingsetting aside suitable excavated material for use asback-filling, trimming sides, levelling and rammingbottoms, risk of collapse to sides of such excavations,keeping such excavations free of water from all sources,back-filling and compacting to 98% Mod.AASHTO drydensity and removing surplus excavated material.

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The contractor will not be entitled to claim for the costof density, and/or any other, tests that are required interms of the specification of earth and other materialsrequired for "filling" works, where such tests are aroutine requirement contained in the descriptionassociated with such parts of the works, and where thecosts of such tests are therefore an integral cost of theexecution of such parts of the works.The contractor will only be reimbursed for the"additional" cost of density, and/or any other, tests thatare specifically prescribed in terms of a contractinstruction, and which tests represent additionalundertaking by the contractor to that required by theaforesaid specification.

"Density Tests on Earth and other Filling Materials"

A budgetary allowance in these bills of quantities ishereby deemed to mean a sum of money included in thecontract sum for work intended for execution by thecontractor, the extent of which is identified but notdetailed (refer to clause 1.1 of the Agreement ). Suchwork will be evaluated in terms of the conditions ofcontract.

Budgetary allowance

Item

The contractor is to submit to the principal agent, priorto the commencement of any contractor's work, awritten method statement in respect of the contractor'sproposed site establishment, service arrangements, siteclearance, excavation, location of spoil heaps, etc., forwritten approval.

If the contractor fails to comply with this requirementand any "additional" expense is incurred as a result ofthe contractor's unilateral choice of the location of hisestablishment, or any other such unilateral decision bythe contractor, the consequential cost of rectifying suchsituation will be for the contractor's account.

2/2/1

METHOD STATEMENT

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Item

The contractor shall verify all levels on site to anapproved detail, and report in writing thereon to theprincipal agent before commencing the construction ofthe works.

2/2/2

EXISTING WORK

Item

Insofar as is reasonably possible, the contractor shallidentify, and expose where so directed by the principalagent, all underground services on site.

2/2/3

EXCAVATION, FILLING, ETC., OTHER THANBULK

1 277m3To reduce levels to final levels under floors, etc2/2/4


1 097m3Trenches.2/2/5

642m3Bases.2/2/6

156m3Trenches.2/2/7

Excavation in earth exceeding 2m not exceeding 4mdeep

10m3Bases.2/2/8

364m3Soft rock.2/2/9

Extra over trench and hole excavations in earth forexcavation in

484m3Hard rock.2/2/10

2 025m3Surplus material from excavations and/or stock piles onsite, to a dumping site to be located by the contractor.

2/2/11


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1 056m2Sides of trench and hole excavations not exceeding1.5m deep.

2/2/12

Risk of collapse of excavations

2 137m2Sides of trench and hole excavations exceeding 1.5mdeep.

2/2/13

ItemKeeping excavations free of all water, other thansubterranean water.

2/2/14


FILLING, ETC.

955m3Backfilling to trenches, holes, etc.2/2/15

Earth filling obtained from the excavations and/orprescribed stockpiles on site compacted to 93%Mod. AASHTO density

360m3

In bottom of surface bed excavations not exceeding 2mbelow ground level.

2/2/16

Layer of clean sand supplied by the contractorcompacted to 100% Mod AASHTO density

36m3

In bottom of surface bed excavations not exceeding 2mbelow ground level.

2/2/17

G7 filling supplied by the contractor compacted to98% Mod AASHTO density

1 191m3

In bottom of base excavations not exceeding 2m belowground level.

2/2/18

G5 filling supplied by the contractor compacted to97% Mod AASHTO density

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634m2

Compaction of ground surface in bottom of baseexcavation, which is not exceeding 2m deep belowground-level, including scarifying for a depth of 150mm,breaking down oversize material, adding suitablematerial where necessary and compacting to 95% Mod.AASHTO density.

2/2/19

Compaction of surfaces

18m2

Compaction of ground surface in bottom of ground-beam excavation, which is exceeding 2m and notexceeding 4m deep below ground-level, to receiveblinding, including scarifying for a depth of 150mm,breaking down oversize material, adding suitablematerial where necessary and compacting to 95% Mod.AASHTO density.

2/2/20

338m2

Compaction of ground surface in bottom of strip footingexcavation, which is not exceeding 2m deep belowground-level, including scarifying for a depth of 150mm,breaking down oversize material, adding suitablematerial where necessary and compacting to 95% Mod.AASHTO density.

2/2/21

SOIL POISONING

2 458m2

Under floors, etc., including forming and poisoningshallow furrows against foundation walls, etc., filling infurrows and ramming.

2/2/22

Soil insecticide in accordance with SANS 5859

3 992m2To bottoms and sides of trenches, etc.2/2/23

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BILL NO. 3

MASONRY


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PREAMBLES


BRICKWORK

Where sizes in descriptions are given in brick units, "onebrick" shall represent the length and "half brick" thewidth of a standard brick.

Sizes in descriptions

Descriptions of hollow walls shall be deemed to includethe following by the contractor:-(1) 200/300mm long stainless steel or copper "butterfly""type ties at 1000mm centres at three course intgervals,staggered evenly, with wound-end of ties pointing downat centre of cavities between brick-skins;(2) cavities and ties are kept clear of mortar-droppings;leave out every fourth brick above every DPC tofacilitate the periodic cleaning of cavities during buildingoperations;(3) leaving every fourth perpend of the bottom course ofthe external skin open as a weep hole.

Hollow walls, etc.

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MASONRYBill No. 3EME/QSESection No. 2


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BRICKWORK

ItemConstruct a sample panel of brickwork in accordancewith the principal agent's requirements.

2/3/1

SAMPLE BRICKWORK

FOUNDATIONS

314m2230mm Retaining walls.2/3/2

Brickwork of NFX bricks (14 MPa nominalcompressive strength) in class II mortar inloadbearing walls, etc

195m2345mm Retaining walls.2/3/3

SUPERSTRUCTURE

61m2Half brick walls.2/3/4

Brickwork of NFX bricks in class II mortar

1 306m2One brick thick walls.2/3/5

332m2Parapet walls2/3/6

BRICKWORK SUNDRIES

400m

40 x 1.6mm "Tibond" wall tie strips shot onto concrete at450mm centres with ties bent out and built intobrickwork.

2/3/7

Galvanised wire ties, etc.

648No

2mm Thick x 40mm wide hoop iron ties of 450mm girthwith one end shot fixed to concrete column and otherend built into brickwork.

2/3/8

Galvanised hoop iron cramps, ties, etc.

350No2mm Thick x 40mm wide hoop iron ties of 450mm girthshot fixed to steel column and ends built into brickwork.

2/3/9

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2,5mm Galvanised brick reinforcement

2 300m150mm Wide reinforcement built in horizontally.2/3/11


62m210mm Fibre board built in vertically through brick walls.2/3/13

Joint forming material in movement joints

76No120mm Diameter PVC weep pipe not exceeding 500mmlong cast through not exceeding 300mm masonry.

2/3/14

Weep pipes

FACE BRICKWORK

Internally

475m2Extra over ordinary brickwork for face brickwork withflush-pointed joints and perpends.

2/3/15

Coronation, or equal approved, clay face brickspointed with flush horizontal joints and perpendslaid in accordance with SABS 227:2002 in stretcherbond with, and including, class 1 [1:4] cement/sandmortar

78mRaking cutting on facebricks.2/3/16

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PRECAST CONCRETE


Finishes to precast elements

Copings, sills, etc., measured linear shall be made insuitable lengths.

Large size setting out drawings shall be prepared andsubmitted to the principal agent for approval beforemoulds are made.

Sizes

General

267m340 x 100mm High overall internal horizontal copingsweathered on top to 80mm thick along one edge.

2/3/17

Precast concrete finished smooth on exposedsurfaces, including bedding, jointing and pointing

6NoExtra on coping for right-angle junction.2/3/18

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BILL NO. 4

PLASTERING


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PREAMBLES



Method:The method to be used shall be either the "monolithicmethod", or the "bonded method".

GRANOLITHIC

Preparation:For granolithic applied "monolithically", the concretesubstrate shall be swept clean after bleeding of theconcrete has ceased and the concrete has begun tostiffen. All remaining "bleed water" shall be removedand the granolithic applied immediately thereafter.For granolithic to be "bonded" to the concrete substrate,after it has hardened, the concrete shall be hacked(preferably by mechanical means) until all laitence, dirt,oil, etc., is dislodged and swept clean of all loose matter.The concrete shall then be wetted and kept damp for atleast six hours before applying the granolithic.

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PLASTERINGBill No. 4EME/QSESection No. 2


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Mix:Granolithic shall attain a compressive strength of atleast 40Mpa. The coarse aggregate ingredients shallcomply with SANS 1083 and shall generally be capableof passing a 5mm mesh sieve. Where the thickness ofthe granolithic exceeds 25mm the size of the coarseaggregate shall be increased to the maximum sizecompatible with the thickness of the granolithic.

Panels:Granolithic shall be laid in panels not exceeding 14m2for "monolithic" internal finishes, not exceeding 9m2 for"bonded" internal finishes, and not exceeding 6m2 for allexternal finishes. Wherever possible, panels shall besquare, but, if rectangular, the length of the panelshould not exceed 1,5-times its width.Where possible, joints between panels shall bepositioned over joints in the substrate and shall be atleast 3mm wide through the full thickness of the finish,separated by strips of wood, or fibreboard, and finishedwith V-joints.

Laying:"Monolithic" granolithic shall be applied to the partially-set concrete substrate and be thoroughly compactedand lightly wood-floated to the required level."Bonded" granolitic shall be applied to the concretesubstrate after a 1:1 sand-and-cement slurry has beenbrushed over the surface and allowed to partially set.The granolithic shall be thoroughly compacted andlightly wood-floated to the required level.After wood-floating, the "monolithic" and "bonded"granolithic shall remain undisturbed until "bleeding" hasceased and its surface has stiffened. All remaining"bleed" water and laitence shall then be removed andthe surface shall be steel-trowelled.

Curing, seasoning and protection:Granolithic shall be suitably covered and kept wet for atleast seven days after laying.

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The contractor is deemed to be responsible forensuring that the tops of different floor finishes are at thesame level, if necessary by adjusting the thickness ofadjoining screeds in order to comply with this specifiedrequirement. Therefore all screeds herein have beendescribed as being a "minimum of 35mm thick" [unlessspecifically described otherwise] and the additional costof any screed that is necessarily thicker than 35mm inorder to obtain the prescribed levelness is deemed to befor the contractor's account. All floors/screeds to belaid according to SABS 0155 - 1980 Accuracy inBuildings and SABS 0155 - 1980 [refer to Specificationdocument page 1, "General Screed"].

INTERNAL SCREEDS


227m2Minimum thickness of 35mm (screeds must be madethicker where necessary)

2/4/1

Screeds 1:3 Cement-Sand power floated finish, trueand smooth, prepared to take finish as perarchitects's specification wood floated, on concrete

EXTERNAL SCREEDS

233m250mm Thick wood float2/4/2

Gastlight lightweight insulating screeds laid onconcrete and floated smooth to 1:60 falls to receivewaterproofing

36m2Minimum 50mm thick on external roof slabs.2/4/3

6m2Minimum 50mm Thick on external roof slabs' in narrowwidths.

2/4/4

40m75 x 75mm 1:8 Cement mortar triangular fillet againstwalls.

2/4/5

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GRANOLITHIC

131m2Average 35mm thick on floors to falls and currents.2/4/6

Untinted granolithic on concrete, comprising onepart cement to one and half 9.5mm stone part to oneand half parts sand, including one coat non-slip waxpolish:


EPOXY RESIN FLOORS

Unless otherwise instructed, the concrete, or screed,substrate requires to be a minimum of 20N/mm2, freefrom laitence, dust, other contamination and risingdamp. The substrate requires to be approved in writingby the epoxy applicator, and a copy of such certifiedapproval needs to be submitted by the contractor to theprincipal agent prior to commencing the application ofthe epoxy. If the contractor fails to to comply with thisrequirement, all additional costs consequential to failureof the epoxy and/or its substrate will be for the soleaccount of the contractor.

74m24mm Thick on floors, including its screed.2/4/7

Prepare, prime and Stoneshield SLT seamless, self-smoothing, impervious, seamless, slip-resistant,epoxy, to an approved colour, including Stoneshieldsealer and clear epoxy sealer, all by an approvedapplicator with a documented quality assuranceplan, including floor screed

6m4mm Thick on floors in narrow widths not exceeding300mm, including its screed.

2/4/8

25m

150mm High skirting, including cove at junction with wallwith integral seal at joint between floor finish and skirting[including screeded cove base].

2/4/9

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INTERNAL PLASTER

624m2On walls.2/4/10

Two-coats steel-trowelled rendered plaster onbrickwork

21m2On walls in narrow widths.2/4/11

52m2On soffits of concrete slabs.2/4/12

Two-coats steel-trowelled rendered plaster onconcrete

EXTRENAL PLASTER

1 125m2On walls.2/4/13

Two-coats steel-trowelled rendered plaster onbrickwork


1 048m2On Walls2/4/15

Resin Bonded Plaster, "Marmoran" 1mm Marmotexcoating, spray application, colour to be specifiedlater by architect.


77m2On Walls2/4/17

Resin Bonded Plaster, "Marmoran" 1.5mm thickPermacrete coating, sealed with glaze, trowelapplication, colour to be specified later by architect


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BILL NO. 5


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PAINTWORK


The contractor shall provide the tarpaulins, cover-sheets, etc., as may be necessary for the protection ofthe works during painting. Before painting iscommenced, all floors shall be swept, walls dusted andno further sweeping, or dusting, shall be allowed beforeall painted surfaces are completely dry.

Protection and cleaning

Paint on pipes, etc., is hereby deemed to include theassociated painting of the affected holderbats, hangers,clips, brackets and similar fixings.

Paint on pipes, gutters, etc.

PAINTWORK, ETC., TO NEW WORK

ON INTERNAL PLASTER SURFACES

1 624m2Walls2/5/1

Prepare, undercoat and two coats "Plascon LowSheen", or equal and approved, paint

44mIn narrow widths on walls2/5/2

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PAINTWORKBill No. 5EME/QSESection No. 2


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1 391m2Smooth plastered ceilings and beams.2/5/3

Prepare, prime, undercoat and two coats superiorquality universal enamel paint.

46m2Soffits of landings and raking soffits of stairs.2/5/4

ON INTERNAL PLASTERBOARD SURFACES

289m2Partitions.2/5/5

Prepare, prime and two coats Plascon PEM1000highly durable acrylic emulsion paint oninternal smooth plastered Gyproc Rhinoboardpartitions

321m2Ceilings and cornices, including priming metal coverstrips and nailheads.

2/5/6

Prepare, one coat merit plaster primer and two coats"Plascon Professional Copolymer Acrylic" paintcode E 29-2 dusty silver, or equal and approved,paint

ON METAL SURFACES

98m2Door frames2/5/7

Factory coated Red Oxide with phosphate primer forsemigloss enamel paint Dulux French clay 6I1-4

ON WOOD SURFACES

105m2On doors2/5/8

Sand and stop where necessary. Prepare and applyundercoat and 2 coats, Dulux eggshell enamel paint,colour - white.

7m2On doors2/5/9

Sand and stop where necessary. Prepare and applyDulux primer for wood (oil based), Dulux cleartimber vanish-eggshell finish

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4m2On doors2/5/10

1 ct pink wood primer 1ct universal undercoat 2cthigh gloss enamel/Dulux/Plascon or similar

ON STEEL SURFACES

62.19tStructural Steel Members2/5/11

PREPARE, PRIME AND PAINT TWO COATSEGGSHELL ENAMEL ON GALVANISED STEEL

42m1000mm High galvanised balustrade.2/5/12

56mPipe not exceeding 100mm diameter, includingbrackets.

2/5/13

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BILL NO. 6


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ELECTRICAL WORK

Item

Electrical, Installation, including lighting and accessories,socket outlets, fire detection, PA and audio system,electrical distribution, electronic and accessories,cabling and accessories, conduits and cable racks,trenching and excavation, general and preliminaries(Carried from Part B - Electrical Work)

2/6/1

Electrical Installation

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 7


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LANDSCAPING AND IRRIGATION

Item

Landscaping including, irrigation, street furniture,playground equipment and walkways (Carried from PartC - Landscaping and Irrigation)

2/7/1

Landscaping

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LANDSCAPING AND IRRIGATIONBill No. 7EME/QSESection No. 2



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 8

All the Trade Preambles and Supplementary Preambleswhich apply to any Trade in the previous bills is herebydeemed to apply with equal force and effect to the sameTrade in this bill.

EXTERNAL WORKS


The cost of bituminous premix surfacing shall includethe cost of protection of kerbs, channels, buildings andanything else likely to be damaged, or defaced, thereby.

The cost of channels, humps and shoulders formed insurfacing shall include the cost of the formation ofchannels, humps and shoulders in the associated basecourse, subgrade, etc. and for angles, ends, etc.

The cost of concrete kerbs, channels, etc., shall includethe cost of the necessary excavation, risk of collapse ofthe sides of the excavation, keeping excavation freefrom water, backfilling with suitable material from theexcavation, compacting and removing surplusexcavated material.

Roadwork generally

Paving shall be laid in accordance with SABS 1200 MJ,SANS 1058 and the Concrete Masonry Association'sspecifications

Paving

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EXTERNAL WORKBill No. 8EME/QSESection No. 2


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BOUNDARY PERIMETER WALLS, FENCING &GATES

ALTERATIONS

Temporary barriers, screens, etc including removal

355m

Security fencing 1.8m high vertically with 450mm wide45 overhang to one side formed of Y section standards1800mm long with 450mm overhang driven into groundat average 3m centres, galvanised straining wires andgalvanised barbed wires tied to standards,posts and eyebolts, the 1.8m vertical height covered with galvanisedwire mesh fixed at 1000mm centres to each strainingwire

2/8/1

Security fencing, gates, etc. including two coatsaluminium paint on metal stays, framing, etc

2No

Double gate 2500 x 1800m high vertically, each leaf withone intermediate stile and two diagonal braces, thehanging stiles lengthened and fitted into internaldiameter thick tubular collar long cast into concrete,bothstiles extended at top to form overhang to suit thesecurity fencing and the vertical section covered withgalvanised wire mesh fixed to framing etc includingheavy duty hasp and staple, approved padlock and twobarrel bolts with two keeps in and including concreteanchor blocks

2/8/2

EARTHWORKS

8 629m2

Digging up and removing rubbish, debris, vegetation,hedges, shrubs and trees not exceeding 200mm girth,bush, etc

2/8/3

Site clearance

10NoTree exceeding 500mm and not exceeding 1000mmgirth

2/8/4

10NoTree exceeding 1000mm and not exceeding 1500mmgirth

2/8/5

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65m3Trenches.2/8/6


2 954m3

Open face excavation to form platform under parkingareas etc and depositing excavated material over siteincluding haulage not exceeding 1km from perimeter ofexcavations

2/8/7

51m3Ramps2/8/8

2 954m3Surplus material from excavations and/or stock piles onsite, to a dumping site to be located by the contractor.

2/8/9


151m2Sides of trench and hole excavations not exceeding1,5m deep.

2/8/10

Risk of collapse of excavations

1 289m3In bottom of road bed excavations2/8/11

C4 filling for sub-base stabilized and compactedsupplied by the contractor compacted to 93% ModAASHTO density

172m3In bottom of road bed excavations2/8/12

Layer of clean sand supplied by the contractor

8 595m2

Compaction of ground surface, including scarifying for adepth of 150mm, breaking down oversize material,adding suitable material where necessary andcompacting to 90% Mod. AASHTO density.

2/8/13

Compaction of surfaces

4NoIn-situ dry density test in accordance with methodA10(b) of TMH1.

2/8/14

Prescribed density tests on filling

ROADWORK, PARKING, PAVING, ETC

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ROADWORKS AND WALKWAYS

3 756m260mm Paving to parking areas etc to falls2/8/15

"BOSUN" Interlocking Tiles, Size 200mm x 100mm x60mm, laid in herringbone pattern on and including a20mm bed of sand, sand filling to joints, compacted andall necessary edge blocks

111m260mm Paving to parking areas etc to falls2/8/16

"AVENG INFRASET" Village Cobble, size 150 x 150 x60mm, laid in herringbone pattern on and including a20mm bed of sand, sand filling to joints, compacted andall necessary edge blocks

133m280mm Paving to parking areas etc to falls2/8/17

"AVENG INFRASET" G-Blok, size 221.2 x 110.8 x80mm, laid in herringbone pattern on and including a20mm bed of sand, sand filling to joints, compacted andall necessary edge blocks

58m3Paving to parking areas, roadways, etc in panelsbetween construction joints etc

2/8/18

25MPa/19mm reinforced concrete

4 000m2Paving to parking areas, roads, etc to falls2/8/19

Finishing top surfaces of concrete with a coarse hardgrass broom

25m3 x 50mm Saw-cut joints in top of concrete.2/8/20

Saw cut joints

125mPaving not exceeding 300mm thick2/8/21

Vertical joggle construction joints through concreteincluding thick cement slurry to one face

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60mCircular cutting to paving blocks.2/8/22

Sundries

Precst Concrete

490m

Mountable kerb (SABS 927) 300 x 250mm high overallin 1 000mm lengths bedded in 15MPa dry concrete mixand jointed in 3:1 cement mortar with flush jointsincluding necessary formwork, excavations, backfilling,compacting, etc.

2/8/23

Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing

32mDitto, but circular on plan not exceeding 4m radius2/8/24

112m

Barrier kerb (SABS 927) 125 x 250mm high overall in 1000mm lengths bedded in 15MPa dry concrete mix andjointed in 3:1 cement mortar with flush joints including150 x 150 x 150mm 15MPa concrete haunching atjoints, necessary formwork, excavations, compacting,etc.

2/8/25

26mDitto, but circular on plan not exceeding 4m radius2/8/26

199mExpension joints between concrete filled with 1:3 mortar2/8/27

Sundries

ROAD MARKINGS, SIGNAGE, ETC.

10No1m High "handicapped person" sign.2/8/28

Road-paint signs, etc., on block, or tarmac, paving

10No1m High "no entry" sign.2/8/29

1No1m High "STOP" wording.2/8/30

10No1m High "NO PARKING" wording.2/8/31

375m100mm Wide "broken" line2/8/32

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5No1m High "Visitors parking only'' sign2/8/33

4No1m High "Restricted Access''sign2/8/34

14No2.5m Long "Straight arrow" directional sign2/8/35

1No2.5m Long "directional arrow" sign2/8/36

10No

Standard "STOP" sign with 50mm diameter galvanisedmild steel post bedded in and including unreinforcedconcrete base, including any necessary excavation,paint finish, etc

2/8/37

Road signs

10No

Standard "NO PARKING" sign with 50mm diametergalvanised mild steel post bedded in and includingunreinforced concrete base, including any necessaryexcavation, paint finish, etc

2/8/38

10No

Standard "NO ENTRY" sign with 50mm diametergalvanised mild steel post bedded in and includingunreinforced concrete base, including any necessaryexcavation, paint finish, etc

2/8/39

10No

Standard "YIELD" sign with 50mm diameter galvanisedmild steel post bedded in and including unreinforcedconcrete base, including any necessary excavation,paint finish, etc

2/8/40

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 9



NOTES:

-307-

PROVISIONAL SUMS, ETC.Bill No. 9EME/QSESection No. 2


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320 000.00ItemProvide the sum of R320,000.00 (Three Hundred andTwenty Thousand Rands) for Steel Gates

2/9/1

STEEL GATES

%Profit.2/9/2


380 000.00ItemProvide the sum of R380,000.00 (Three Hundred andEighty Thousand Rands) for Fencing

2/9/4

FENCING

%Profit.2/9/5


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BUDGETORY ALLOWANCE

The items desirbed hereunder cover work which is notfully defined at tender stage and s intended to beexcecuted by the contractor at rates to be agreed withthe contractor. The amounts shown shall be used asdirected by the Representative/Agent and shall bededucted in whole in part if not required.

NOTES:

Item

Provide the Amount of R175 000.00 (One Hundred andSeventy Five Thousand rands) for builders work inconnection with services to be executed to existing,etcto be used as directed by the Arcitect and deducted inwhole or in part if not required.

2/9/7

Builders Work in Connection with Services

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JANUARY 2020

EME/QSE

SECTION SUMMARY - EME/QSEBillNo

PageNo

Amount

Section No. 2

275DEMOLITIONS2/1

286EARTHWORKS2/2

290MASONRY2/3

295PLASTERING2/4

298PAINTWORK2/5

299ELECTRICAL WORK2/6

300LANDSCAPING AND IRRIGATION2/7

306EXTERNAL WORK2/8


-311-

EME/QSESection No. 2



AmountItemNo

Quantity Rate

JANUARY 2020

SECTION NO. 3: BRIXTON SWIMMINGPOOL

BILL NO. 1

NOTE: Tenderers are required to study the ModelPreambles

before pricing all these bills of quantities.----------------------------------

DEMOLITIONS AND ALTERATIONS

NOTE: Unless otherwise stated herein, all items in thisBill shall be deemed to be a fixed price for theduration of this project

-------------------------------------

All Supplementary Preambles that appear elsewhere inthe Bill of Quantities apply with equal force and effect inthis Bill.


NOTE: Tenderers are required to appoint a SpecialistHeritage Contractor to execute the work.

Before submitting his tender the contractor shall visit thesite and satisfy himself as to the nature and extent ofthe works to be executed, the conditions under whichthe works are to be executed and the value of thematerials contained in the buildings, or portions of thebuildings, to be demolished. No claim for any variationsof the contract sum in respect of the nature and extentof the works, or of the conditions under which the worksare to be executedor, or of inferior, or damaged,materials, will be entertained.

View site

No explosives whatsoever may be used for demolitionpurposes, unless otherwise stated in writing.

Explosives

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ALTERATIONSBill No. 1SWIMMING POOLSection No. 3


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The contractor shall carry out the whole of the workswith as little mess and noise as possible and with aminimum of disturbance to adjoining premises and theirtenants. The contractor shall provide proper protectionand provide, erect and remove when directed, anytemporary tarpaulins that may be necessary during theprogress of the works, all to the written satisfaction ofthe principal agent.

General

Water supply pipes and other piping that may beencountered and found necessary to disconnect, or cut,shall be effectually stopped off, or grubbed up, andremoved, and any new connections that may benecessary shall be made with proper fittings, to thewritten satisfaction of the principal agent.

Doors, fanlights, fittings, frames, linings, etc., which areto be re-used are hereby deemed to include for the costof thoroughly "overhauling" before re-fixing, whichincludes taking off, easing and rehanging, cramping up,re-wedging as required and making good cramps,dowels, etc., and easing, oiling, adjusting and repairingironmongery as necessary, replacing any glassdamaged in removal, or subsequently, and stopping upall nail- and screw-holes with tinted plastic wood tomatch the timber, unless otherwise described in writing.Re-painting, or re-varnishing, is described separately.

Prices for taking out of doors, windows, etc., are herebydeemed to include for the cost of removal of all beads,architraves, ironmongery, etc.

Prices for taking out and removing doors and framesshall be hereby deem to include for removing doorstops, cabin hooks, etc., and making good floor and wallfinishes to match existing .

With regard to building up of openings in existing walls,cement screeds and pavings, granolithic, tops of walls,etc., shall be levelled and prepared for such raising ofbrickwork.

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Making good of finishes shall include for the cost ofmaking good of the brick and concrete surfaces ontowhich the new finishes are to be applied, wherenecessary.

The contractor will be required to take all dimensionsaffecting the existing buildings on the site and he will beheld solely responsible for the accuracy of all suchdimensions where used in the manufacture of new items(doors, windows, fittings, etc.)

Descriptions of "removing", or "carting away", of suchmaterial shall be hereby deemed to include loading suchmaterial onto trucks directly from the works, or,alternatively, from stock piles situated on the site, andtaking such material to a registered dump-site that hasbeen located off-site by the contractor for such disposal.The availability of such dump-site, and its possiblesubsequent replacement, is at the sole risk of thecontractor and no claims in respect of additional costsarising from this possibility will be entertained.

Removal of demolished, or other, materials arisingfrom the alterations and demolitions

Item

The contractor is to submit to the principal agent, priorto the commencement of any contractor's works, awritten detailed method statement in respect of thecontractor's proposed method and order ofconstruction, including establishment, servicearrangements, order of alterations, location of wasteheaps, lay-down areas, stores, offices, etc., for priorwritten approval.If the contractor fails to comply with this requirementand any additional expense is incurred as a result of thecontractor's unilateral choice of the location of hisestablishment, or any other such similar unilateraldecision, the consequential cost of rectifying suchsituation will be for the contractor's account.

3/1/1

METHOD STATEMENT

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Item

The contractor shall survey the existing premises to anapproved detailed degree and submit a written reportthereon to the principal agent before commencing theworks.

3/1/2

EXISTING WORK

Item

Insofar as is reasonably possible, the contractor shallidentify, and expose where so directed by the principalagent, all existing services on the site.

3/1/3

The contractor is to timeously protect the followingexisting works with all the means that would bereasonably expected, and take every precaution thatwould be reasonably expected to ensure noconsequential damages are incurred. All additional coststhat might arise as a result of the contractor failing totake the necessary precautions, or failing to apply suchnecessary means, will be hereby deemed to be for thecontractor's account.

SPECIAL PROTECTION OF SPECIFIC EXISTINGSERVICES IN THE WORKS AREAS

ItemProtect the existing electrical supply system.3/1/4

ItemProtect the existing lightning protection system.3/1/5

ItemProtect the existing instrumentation, communication andelectronic systems.

3/1/6

ItemProtect the existing rainwater system.3/1/7

Item

Protect the existing soil drain system.3/1/8

ItemProtect the existing water supply system.3/1/9

Item

Protect the existing security system.3/1/10

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ItemProtect the existing heating, ventilation and air-conditioning systems.

3/1/11

ItemProtect the existing raised access flooring which is toremain in situ.

3/1/12

ItemProtect the existing floor finishes which are to remain insitu.

3/1/13

ItemProtect the existing wall finishes which are to remain insitu.

3/1/14

ItemProtect the existing ceilings and ceiling finishes whichare to remain in situ.

3/1/15

ItemProtect the existing fittings, projector screens, writing-boards, sinks, shelving, etc., which are to remain in situ.

3/1/16

ItemKeep the works waterproof until the date of finalcompletion.

3/1/17

TEMPORARY BARRIERS, SCREENS, ETC.

50m

Drywall barrier from ground floor to ninth floor aroundescalator formed of galvanised steel channel sectionrails and studs covered on both sides with 9mm thickgypsum board panels and finished with two coatsinterior quality PVA emulsion paint on both sides,including corners, ends, etc.

3/1/18

Temporary barriers, screens, etc., includingmaintainance for construction period and removalon completion

50m

Drywall barrier 2700mm high formed of galvanised steelchannel section rails and studs covered on both sideswith 9mm thick gypsum board panels and finished withtwo coats interior quality PVA emulsion paint on oneside, including corners, ends, etc.

3/1/19

10No

Extra on barrier for lockable door size overall 1600 x2100mm high in two leaves including lock and threekeys.

3/1/20

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REMOVAL OF EXISTING WORK

1NoDemolish and remove concrete laundry wash tubs 0.8mlong x 0.55m wide

3/1/21

Breaking down and removing concrete, etc.

1NoDemolish and remove counter 3.5m long x0.6m wide3/1/22

6mAllow for the partial demolishion or cutting of window cillcircular on plan 250mm wide x 150mm high

3/1/23

142m2One-brick wall3/1/24

Breaking down and removing brickwork, etc.

46.00NoRemoval of existing wooden benches 0.84m long x0.25m wide

3/1/25

Taking out and removing joinery fittings, etc.

10mSkirtings to external change cubicles3/1/26

Taking out and removing skirtings, etc.

9m2Tile to floors3/1/27

Hacking up and removing existing floor tiles

64m2

Remove existing ceramic floor tiles and scarify existingscreed to receive 300 x 300mm tiles from Terra Stoneblack

3/1/28

65m2Tiles to walls.3/1/29

Hacking up and removing existing wall tiles

36m2Screed from floors in patching.3/1/30

Hacking up/off and removing granolithic, screeds,plaster, etc., from concrete, or brickwork, andpreparing surfaces for new screeds, new plaster,etc., to match existing, including making good withexisting

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371m2Remove epoxy coating from floors by means ofchemical treatment (solvent or biochemical stripper)

3/1/31

30m2Wall plaster in patching.3/1/32

4NoVitreous china wash hand basin.3/1/33

Taking out and removing piping, sanitary fittings,etc., including disconnecting piping from fittingsand making good floor and wall finishes (makinggood tiling and paintwork elsewhere)

1NoVitreous china wall hung urinal with flush valve.3/1/34

10NoShower sets including lengths of piping, etc3/1/35

9NoSoap dispensers3/1/36

Taking out and removing bathroom accessories

9NoPaper towel holders3/1/37

2NoMirror 600 x 900mm high from wall.3/1/38

Taking out and removing glass and mirrors

2NoMirror 1000 x 1200mm high from wall.3/1/39

1NoBurglar bar 2370mm long x 800mm high3/1/40

Take out and remove burglar bars 2370mm long x800mm high

2.00No

Carefully remove existing cubicle timber door frameoveral size 15m long x 2.2m high, to be set aside forre-use and adapt opening to receive treated andrepainted frame [frame and building in elsewheremeasured] and make good all round both sides,including threshold.

3/1/41

Sundry builder's work

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1.00No

Carefully remove existing cubicle timber door frameoveral size 2.60m x 2.2m high, to be set aside for re-use and adapt opening to receive treated and repaintedframe [frame and building in elsewhere measured] andmake good all round both sides, including threshold.

3/1/42

46.00No

'Carefully remove existing doors to be set aside for re-use(elsewhere - door approximately 0.90m x 2.03mmhigh) from frame and adapt opening to receive treatedand repainted door [door and building in elsewheremeasured] and make good all round both sides,including threshold.

3/1/43

1No

Carefully remove existing cubicle timber door frameoveral size 8.40m x 2.2m high, to be set aside for re-use and adapt opening to receive treated and repaintedframe [frame and building in elsewhere measured] andmake good all round both sides, including threshold.

3/1/44

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BUILDING UP OPENINGS

30m2Half-brick thick walls.3/1/45

Brickwork in NFP bricks in Class II mortar inbuilding up openings

30m2One-brick walls in closing window opening notexceeding 2.5m2

3/1/46

1No

Burglar proofing with frame 2370mm x 800mm highbolted to brickwork, including making good facebrickwork

3/1/47

Taking out/off and removing sundry metalwork

MAKING GOOD OF FINISHES, ETC.

554m2Ceilings in patches.3/1/48

Making good slab soffit

551m2All cracks ro be cleaned annd regrouted to externalwalls in patch work.

3/1/49

Make good external cement plaster

50m2Walls in patches.3/1/50

Making good internal cement plaster

50mWalls where one brick walls removed.3/1/51

50m2Concrete soffits in patches.3/1/52

2No

Treat wooden slats 950mm long x 500mm wide withappropriate wooden treatment and apply two coats ofvarnish

3/1/53

Making good timber slats

-320-



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65m2Clean and regrout all existing wall tiles3/1/54

Make good all wall tiles

330m2All damaged bricks to be replaced3/1/55

Making good existing brickwork

60m2Allow polish to screeds3/1/56

Make good existing screeded floors

-321-




AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 2

NOTE: Tenderers are required to study the ModelPreambles for Trades before pricing this Bill.

----------------------------------

CONCRETE, FORMWORK ANDREINFORCEMENT


-------------------------------------




The costs of making, storing and testing of concrete testcubes as required under clause 7 "Tests" of SABS 1200G shall include the cost of providing cube mouldsnecessary for the purpose, for testing costs and forsubmitting reports on the tests to the principal agent.The testing shall be undertaken by an independent firm,or institution , nominated by the contractor to the writtenapproval of the principal agent. (Test cubes aremeasured separately)

Cost of tests

-322-

CONCRETE, FORMWORK AND REINFORCEMENTBill No. 2SWIMMING POOLSection No. 3


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Breeze concrete shall consist of twelve parts clean dryfurnace ash, free from coal, or other foreign matter, toone part cement (12:1), the ash graded up to particleswhich will pass a 16,5mm ring from a minimum whichfails to pass a 4,75mm mesh. The finer materials fromthe screening are to be first mixed with the cement intoa mortar and the ash added afterwards and thoroughlyincorporated.

Breeze concrete

Descriptions of formwork shall be deemed to includeuse and waste only (except where described as "left in"or "permanent"), for fitting together in the requiredforms, wedging, plumbing and fixing to true angles andsurfaces as necessary to ensure easy release duringstripping and for reconditioning as necessary before re-use

Formwork

The vertical strutting shall be carried down to suchconstruction as is sufficiently strong to afford therequired support without damage and shall remain inposition until the newly constructed work is able tosupport itself

Formwork to soffits of solid slabs, etc., shall be deemedto be to slabs not exceeding 250mm thick, unlessotherwise described.

Formwork to soffits of slabs, beams, etc., shall bedeemed to be propped up exceeding 1,5m and notexceeding 3,5m high, unless otherwise described.

Formwork to sides of bases, pile caps, ground beams,etc., will only be measurable where it is prescribed inwriting by the principal agent for design reasons.Formwork necessitated by irregularity, or collapse ofexcavated faces, will not be measured and the costthereof shall be deemed to be included in the allowancefor taking the risk of collapse of the sides of theexcavations, provision for which is made in"Earthworks".

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UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

1m3Allow for the recasting of window cill 250 mm wide x150 mm high

3/2/1

30MPa/19mm concrete

-324-




AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 3


----------------------------------

MASONRY


-------------------------------------



All Supplementary Preambles that appear elsewhere inthe bills of quantities apply with equal force and effectin this bill.

BRICKWORK

Where sizes in descriptions are given in brick units, "onebrick" shall represent the length and "half brick" thewidth of a standard brick.

Sizes in descriptions

Descriptions of hollow walls shall be deemed to includeleaving every fifth perpend of the bottom course of theexternal skin open as a weep hole.

Hollow walls, etc.

BRICKWORK

SUPERSTRUCTURE

-325-

MASONRYBill No. 3SWIMMING POOLSection No. 3


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57m2Half brick thick walls.3/3/1

Brickwork of NFX bricks in class II mortar

-326-

MASONRYBill No. 3SWIMMING POOLSection No. 3



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 4


----------------------------------

CARPENTRY AND JOINERY


-------------------------------------




Descriptions of frames shall be hereby deemed toinclude frames, transoms, mullions, rails, etc.

Joinery

Descriptions of hardwood joinery shall be herebydeemed to include pelleting of bolt holes with pelletsmade from the same type of hardwood, that matchesthe colour and grain.

In the case of wrot wood, the dimensions given are theNETT dimensions, which account for a nominal 3mmplaned off each such wrot face. The contractor ishereby deemed to have taken account of this in hisprices.

-327-

CARPENTRY AND JOINERYBill No. 4SWIMMING POOLSection No. 3


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Decorative laminate finish

Laminate finish shall be glued under pressure. Edgestrips shall be butt-jointed at junctions with adjacentsimilar finish.

Decorative laminated finish

Item

The contractor is to submit to the principal agent, priorto the commencement of any contractor's works, awritten detailed method statement in respect of thecontractor's proposed method and order of constructionof the following works, including establishment, servicearrangements, order of work, location of waste heaps,lay-down areas, stores, offices, etc., for prior writtenapproval. If the contractor fails to comply with thisrequirement and any additional expense is incurred as aresult of the contractor's unilateral choice of thelocation of his establishment, or any other suchunilateral decision, the consequential cost of rectifyingsuch situation will be for the contractor's account.

3/4/1

METHOD STATEMENT AND "WORKINGDRAWINGS"

Item

Timeously prepare itemised "working drawings" for allthe following works, and associated builder's work, andsubmit one set to the principal agent for writtenapproval prior to starting its construction. Such drawingsshall depict all the design and technical information thatcould be reasonably expected in order to depict thecomprehensive specification of such proposed works,including all detailed design and specificationassumptions. All costs that might arise from thecontractor's failure to comply with these requirementsshall be for the contractor's account.

3/4/2

2NoTimber door frame 0.4m wide with overall size 15mlong x 2.2m high

3/4/3

DOOR FRAMES

2NoTimber frame 0.4m wide with overall size 2.6m long x2.2m high

3/4/4

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46NoDoor size overall 762 x 2000mm high.3/4/5

DOORS

5NoDoor size overall 800 x 2030mm high.3/4/6

1NoGlazed entrance door with access control overall size 3600mm wide x 2 800mm high

3/4/7

1No

Solid timber tongue and groove door, including 1.2mmthick hard wood single rebate door frame 2100mm high,complete with 1.5mm thick hinges with lock slotsurround plate 1100mm high

3/4/8

FITTINGS

2No

Supply and install L shaped counter 2400mm long x600mm wide and approximately 1250mm high withsides, bottom, divisions, shelf, back and double hingeddoors (sink elsewhere)

3/4/9

Kitchen cupboards etc

46NoWooden benches 0.84m long x 0.25m wide3/4/10

BENCHES

8mRe-insall existing 200mm wide x 100 mm high skirtings,nailed

3/4/11

SKIRTINGS

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AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 5


----------------------------------

IRONMONGERY


-------------------------------------



11No

'FRANKE" Double toilet roll holder Model/TypeSTRX672. Toilet rollholder with spindle system for wallmounting, maufactured from 18/10 1.2 Stainless steel,satin finished with surface treatment. Product Code359716.

3/5/1

BATHROOM FITTINGS

4No

'FRANKE" Sanitary Towel Disposal Bin Model/TypeSTRX611. Surface mounted disposal bin, manufacturedfrom 18/10 1.2mm Stainless steel satin finished withsurface treatment. Product Code 359740.

3/5/2

6No

'FRANKE" Soap Dispenser Model/Type STRX618.Surface mounted soap dispenser, manufactured from(18/10) 1.2mm Stainless steel, satin finished withsurface treatment. Product Code 359705

3/5/3

2No

'FRANKE" Hand Dryer Model/Type HF2400HD. Sensoroperated hand dryer for wall mounting. manufacturedfrom (18/10) 1.2mm Stainless steel. With Satin finish.Product Code 359961.

3/5/4

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IRONMONGERYBill No. 5SWIMMING POOLSection No. 3


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6No

'FRANKE" Paper Towel Dispenser/Type RODX600 forwall mounting, 0.8mm stainless steel, surface satinfinished, folded front cover, cylinder lock with Frankestandard key, incl. stainless steel screws and dowels

3/5/5

2No

"FRANKE" Waste Bin Model/Type STRX605. Surfacemounted waste bin, manufactured from 18/10 1.2mmStainless steel satin finished with surface treatment.Product Code 359730

3/5/6

2No

Cobra T SPRAY-KIT Trigger control hand spray, highpressure Chromalux hose, angle valve and hand showerholder or acceptable equivalent

3/5/7

2No38mm Diameter rubber door stop plugged.3/5/8

SUNDRIES

16No150mm Brass hat and coat hook with rubber buffer.3/5/9

The value of budgetary allowances will be measuredand valued in accordance with clauses 17.0 and 32.0 ofthe agreement.

BUDGETARY AMOUNTS

ItemProvide the budgetary allowance of R216 000 forsundry ironmongery works

3/5/10

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IRONMONGERYBill No. 5SWIMMING POOLSection No. 3



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 6


----------------------------------

METALWORK


-------------------------------------




Descriptions of bolts, anchors, etc


Items described as "holed for bolt(s)" shall be deemedto exclude the bolts unless otherwise described

Items described as "plugged" shall be deemed toinclude screwing to fibre, plastic or metal plugs at notexceeding 600mm centres

STEEL WINDOWS, DOORS, ETC

-332-

METALWORKBill No. 6SWIMMING POOLSection No. 3


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3NoGalvanized mild steel casement window with louvresoverall size 880mm x 600mm high

3/6/1

GALVANISED STEEL WINDOWS, DOORS, ETC

1NoMild steel framed glass door overall size 2 160mm x 2400mm high

3/6/2

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SUNDRY METAL WORK

10NoSteel shower doors 2000mm x 1500mm high3/6/3

Purpose made shower doors 2000mm x 1500mmhigh to match existing

1NoRe-install burglar bars overall size 2370mm long x800mm high

3/6/4

60m2On steel shower doors3/6/5

PAINTING

4m2Painting to burglar bars overall size 2370mm long x800mm high to both sides

3/6/6

1NoParaglegic grab rail overall length 1880mm Hollowsection rails

3/6/7

GALVANISED STEEL HANDRAILS

1NoMild steel security gate 876mm x 2 432mm high (D09)3/6/8

GATES

18No4200mm x 1800mm Clearvu mesh panels to fill gaps,

as per drawing …..3/6/9

-334-




AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 7


----------------------------------

PLASTERING


-------------------------------------




No touching up of finished plaster-work will bepermitted.

INTERNAL SCREEDS

371m2Epoxy floor screed by Indu floors to floors3/7/1

Screeds on concrete

INTERNAL PLASTER

9m2On walls.3/7/2

One coat cement plaster on brickwork, small part onconcrete, to receive paint, or wall-paper


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PLASTERINGBill No. 7SWIMMING POOLSection No. 3


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938m2On walls.3/7/4

EXTERNAL PLASTER

167m2On spectator seating3/7/5

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PLASTERINGBill No. 7SWIMMING POOLSection No. 3



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 8


----------------------------------

TILING


-------------------------------------



All wall tiling joints shall line up with floor tiling joints andthe contractor's tender is hereby deemed to account forthis.

WALL TILING

67m2On walls.3/8/1

200 x 200 ceramic tiles (PC R180 /m2) with 10mmjoints in both directions fixed with adhesive toplaster (plaster elsewhere measured) and flushpointed with waterproof jointing compound

33m2On walls.3/8/2

150 x 150 x 6.8mm Shiny tiles by Union tiles to befixed in accordance with heritage architects layoutand to match samples

FLOOR TILING

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TILINGBill No. 8SWIMMING POOLSection No. 3


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17m2On floors and landings3/8/3

200 x 200 ceramic tiles (PC R180 /m2) with 10mmjoints in both directions fixed with adhesive toplaster (plaster elsewhere measured) and flushpointed with waterproof jointing compound


600 x 600mm Polished granite tiles (PC R850 persquare metre) with 3mm wide joints, jointed andpointed with waterproof grout mixed with Permosealinstead of water


250 x 250 x 23mm Terracotta tiles (PC R250 / m2)fixed with adhesive to screed (screed elsewheremeasured) and flush pointed with tinted grout


300 x 300mm tiles from Terra Stone black laid tomanufacturers specificaion in straight layout makeup shortfalls in cut tiles as well as in chequer boardlayout use only full tiles

TEA KITCHEN AND VANITY COUNTERS, FASCIAS,UPSTANDS

VANITY TOPS

The value of budgetary allowances will be measuredand valued in accordance with clauses 17.0 and 32.0 ofthe agreement.

BUDGETARY AMOUNTS

ItemProvide the budgetary allowance of R50 000 for repairsto existing tiles

3/8/7

13m2Allow for the protect existing wall tiles from damage witha soft board etc

3/8/8

PROTECTION OF EXISTING WORKS

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TILINGBill No. 8SWIMMING POOLSection No. 3



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 9


----------------------------------



-------------------------------------



Stainless steel for urinals, basins, quality sinks, washtroughs, institutional equipment, etc., shall be type 304(18/8).

Stainless steel basins, sinks, wash troughs, urinals, etc

Costs of sinks, basins, baths, urinals, etc., are herebydeemed to include for the cost of their outer edgesbeing sealed against adjacent surfaces with approvedsilicone.

Sealing of edges

Sewer and drainage pipes and fittings shall be jointedand sealed with butyl rubber rings

Soil, waste and vent pipes and fittings shall be solventweld jointed or sealed with butyl rubber rings


-339-

PLUMBING AND DRAINAGEBill No. 9SWIMMING POOLSection No. 3


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Pipes shall be hard drawn and half-hard "Maksal" pipesof the class described. Class 0 (thin walled hard drawn)pipes shall not be bent. Class 1 (thin walled half-hard),Class 2 (half-hard) and Class 3 (heavy walled half-hard)pipes shall only be bent with benders with inner andouter formers. Fittings to copper waste, vent and anti-syphon pipes, capillary solder fittings and compressionfittings shall be "Cobra Watertech" type. Capillary solderfittings shall comply with ISO 2016

Copper pipes

Copper pipes are to be installed in accordance with thelatest revision of the Code of Practice for CopperPlumbing soldering techniques. Flux, solder, etc to bestrictly in accordance with the manufacturer'srequirements with special attention to copper fluxcomposition

Where fittings have reducing ends or branches they aredescribed as "reducing" and only the largest end orbranch size is given. Should the contractor wish to useother fittings and bushes or reducers he may do so onthe understanding that no claim in this regard will beentertained

Reducing fittings

Unless specifically otherwise stated, descriptions ofpipes shall be deemed to include fixing to walls, etc,casting in, building in or suspending not exceeding 1mbelow suspension level

Fixing of pipes

Pipes chased into brickwork must be wrapped with twolayers of stout brown paper tied with wire. Rates are toinclude for wrapping around joints and fittings

Paper wrapping to pipes

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Water pipework is to be disinfected at completion inaccordance with SABS 1200L (provision for disinfectionelsewhere)

Disinfection of water pipework

Descriptions of service pipes and flexible connectingpipes shall be deemed to include connections to taps,cisterns, etc., and to steel pipes (adaptors forconnections to copper pipes, etc., are given separately).

General

Descriptions of WC pans, slop hoppers, etc., shall bedeemed to include for joints to soil pipes.

Where required, the contractor shall prepare anupdated set of as-built drawings. At completion of theworks the contractor shall hand these drawings to theprincipal agent for reproducing onto the originals forhanding over to the employer (provision for allowanceof as-built drawings elsewhere)

As-built drawings

SANITARY FITTINGS

2No

"Vaal Sanitaryware" vitreous china 560 x 415mmrounded TUSCANY basin (code: 700603) with onesemi-punched tapholes, integrated overflow, andchainstay hole through the centre semi-punchedtaphole, supported on a Classic floor mounted pedestal(code: 715000). ( Paraplegic wash hand basin)

3/9/1

"Vaal", or equal approved, first grade commercialquality white glazed sanitary-ware

2No

"Vaal Sanitaryware" vitreous china ORCHID closecoupled 90º outlet wall hung open rim pan (code438600) and matching 6 litre pushbutton top dual flushback inlet cistern (code 4386DT) complete with lid,fitments with a "Vaal Sanitaryware" double flapthermoset seat. Code 8531Z0

3/9/2

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6No

"Franke" Model CMPX592 Heavy Duty Wall and Floormounted Stainless Steel WC Pan, with seat holes tosuit toilet seat, designed to fit a concealed flushingsystem Code: 356115. Isolating ball valves.Product code 1090--40 as supplied by "Cobra".Sigma concealed cisterns as supplied by "Geberit".Kombifix product code 110.792.00.1 suitable for wallmounting pans. Flush volume 6/3 liters.Mambo Actuator plate. Product code 115.751.00.1finished in brushed stainless steel. Manufactured by"Geberit"."Estonia"Soft Closing toilet seat, colour:white. Code: 356258

3/9/3

"Franke", or equal approved, first grade commercialquality white glazed sanitary-ware

2No

"Franke" Model CMPX594 Stainless Steel Wall HungWC Pan with seat holes to suit toilet seat (code 356122)with 32mm stainless steel grab rail (code DL2) and grabrail around cistern (code SR2A). Sigma concealedcisterns as supplied by "Geberit". Kombifix productcode 110.792.00.1 suitable for wall mounting pans.Flush volume 6/3 liters.Mambo Actuator plate. Productcode 115.751.00.1 finished in brushed stainless steel.Manufactured by "Geberit". Estonia soft closing toiletseat, colour: white (Code 356258) (Paraplegic WC)

3/9/4

1No

"Franke" Model TU102 Stainless Steel flat back wallmounted, left hand outlet, 1556mm long Trough Urinal."Geberit" product code 119.704.16.1 flushpipes."Geberit" product code 152.938.00.1 urinal traps.

3/9/5

4No"Franke" Model Oval A Wall Mounted Wash Hand Basinwith pressed bowl (Code: 357456) - (1 bowl)

3/9/6

1No"Franke" CHR02 Chronos Range Stainless Steel Wallmounted Hand Basin (2 bowls) (Code:356658)

3/9/7

1No"Franke" CHR03 Chronos Range Stainless Steel Wallmounted Hand Basin -- (3 bowls) (Code:356721)

3/9/8

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10No

"Franke" Stainless steel wall mounted shower panel(code: 359610) with holes to accommodate "Cobra"underwall single lever shower mixer (code: TC-956)and"COBRA" single function vandal resistant showerhead (code :KP2.6)

3/9/9

Supply and install Franke CHR03 Chronos RangeStainless steel wall mounted hand basins(code;356721)

2No

"Geberit" Abalona square washbasin less abledaccessible by wheel chair, shallow basin, visibleoverflow, centred taphole (code: 500.292.01.1) with"Geberit" concealed trap with wall cabinet and ready tofit set (code:151.120.21.1) and "Geberit"dip tube trap,horizontal outlet: d32mm G1 1/4" bright chromeplated(code:151.034.21.1)

3/9/10


TAPS, VALVES, ETC

2No"Cobra" Single lever sink mixer with tubular swivel outlet(Code: SS-970).

3/9/11


9No

'"Cobra" Metering pillar tap with Chrome plated finish(Code: KM2.100), with non-hold open feature, flowcontroller. Flow cycle 1-20seconds.

3/9/12

2No"Cobra" Capstan range, one hole basin mixer with castfixed outlet (Code: CS-294CP)

3/9/13

2No

"Cobra" underwall single lever shower mixer (Code: TC-956) and "Cobra" single function vandal resistantshower head (Code:KP2.6)

3/9/14

2No"Geberit" Self closing tap type 26 without mixer; brightchrome plated. (Code:115.720.21.1)

3/9/15


-343-



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ItemAllow for testing of all existing sanitary system3/9/16

Testing

ItemAllow the budgetary amount of R 60 000 for unforeseenworks

3/9/17

BUDGETARY ALLOWANCES

-344-




AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 10


-----------------------------------

GLAZING


-------------------------------------



MIRRORS

14NoMirror 600 x 900 mm high.3/10/1

4mm Silver float glass copper mirrors size 0.6m x0.9 mwith 10mm bevelled and polished edges fixedwith double sided adhesive tape on top of tiles

6NoMirror 1000 x 1200 mm high.3/10/2

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GLAZINGBill No. 10SWIMMING POOLSection No. 3



AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 11


----------------------------------

PAINTWORK


-------------------------------------



Unless otherwise described, the paint specification shallbe in accordance with Plascon products.

Surfaces shall be thoroughly washed down and allowedto dry completely before any paint is applied. Blisteredor peeling paint shall be completely removed and cracksshall be opened, filled with a suitable filler and finishedsmooth.

Previously painted plastered surfaces

Surfaces shall be thoroughly rubbed and cleaned down.Blistered or peeling paint shall be completely removeddown to bare metal.

Previously painted metal surfaces

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PAINTWORKBill No. 11SWIMMING POOLSection No. 3


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Surfaces shall be thoroughly cleaned down. Blistered orpeeling paint shall be completely removed and cracksand crevices shall be primed, filled with suitable fillerand finished smooth.

Previously painted wood surfaces

-347-



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PAINTWORK, ETC., TO NEW WORK

ON INTERNAL METAL SURFACES

56m2Steel shower divisions3/11/1

Prepare, prime, undercoat and two coats Plasconeggshell enamel paint

ON SMOOTH CONCRETE SURFACES

5m2Allow paint to window cill3/11/2

PAINTWORK TO PREVIOUSLY PAINTED WORK

60mSteel pipework ne 300mm girth to match existing3/11/3

ON EXTERNAL METAL SURFACES

403mGutters and downpipes ne 300mm girth3/11/4

326m2Rails, pipes, bars etc3/11/5

ON EXTERNAL FLOATED PLASTER

1 796m2Walls in fair condition.3/11/6

Prepare, undercoat and one coat "Plascon Velvaglo"paint

350mPlaster band around windows 200mm deep and 200mmwide

3/11/7

167m2On spectator seating3/11/8

ON EXTERNAL WOODEN SURFACES

110m2Fascia boards3/11/9

Prepare, undercoat and two coats "PlasconVelvaglo" paint

20m2Exterior beams 300mm wide3/11/10

-348-



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8mSkirtings 200 mm wide x 10 mm high skirtings nailed3/11/11

-349-




AmountItemNo

Quantity Rate

JANUARY 2020


BILL NO. 12



NOTES:

-350-

PROVISIONAL SUMS, ETC.Bill No. 12SWIMMING POOLSection No. 3


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-351-



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ItemAllow R120 000.00 (One Hundred and TwentyThousand Rand) for swimming pool lift

3/12/1

PARAPLEGIC SWIMMING POOL LIFT

%Profit.3/12/2

%General attendance.3/12/3

ItemAllow R900 000.00 (Nine Hundred Thousand Rand) fornew salt chlorinator

3/12/4

SWIMMING POOL EQUIPMENT

%Profit.3/12/5


Item

Allow the amount of R144 000.00 (One Hundred andForty Four Thousand Rand) for fittings, furniture andequipment

3/12/7

FITTINGS, FURNITURE AND EQUIPMENT

-352-



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%Profit.3/12/8


120 000.00ItemAllow R120 000.00 (One Hundred and TwentyThousand Rands) for ironmongery.

3/12/10

IRONMONGERY

%Profit.3/12/11


ItemAllow R30 000.00 (Thirty Thousand Rand) forlandscaping

3/12/13

LANDSCAPING

%Profit.3/12/14


ItemAllow R18 000.00 (Eighteen Thousand Rand) for highpressure cleaning

3/12/16

HIGH PRESSURE CLEANING TO EXTERNALFAACADE

%Profit.3/12/17


Item

Allow R800 000.00 (Eight Hundred Thousand Rand)forthe refurbishment of the sewer and stromwater drainagesystem

3/12/19

REFURBISHMENT OF SERVICES

%Profit.3/12/20


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JANUARY 2020

SWIMMING POOL

SECTION SUMMARY - SWIMMING POOLBillNo

PageNo

Amount

Section No. 3

321ALTERATIONS3/1

324CONCRETE, FORMWORK AND REINFORCEMENT3/2

326MASONRY3/3

329CARPENTRY AND JOINERY3/4

331IRONMONGERY3/5

334METALWORK3/6

336PLASTERING3/7

338TILING3/8

344PLUMBING AND DRAINAGE3/9

345GLAZING3/10

349PAINTWORK3/11


-354-

SWIMMING POOLSection No. 3



JANUARY 2020

PageNo

FINAL SUMMARYSection

NoAmount

271MAIN CONTRACTOR1

311EME/QSE2

354SWIMMING POOL3

-355-


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PART A - MECHANICAL

WORK(17 pages)

351

SUMMARY SHEET FOR BILL OF QUANTITIES

Project Reference Number : 0796507CProject Title : Brixton Social Cluster - Phase 2

Service : Mechanical Engineering

BILL NUMBER DESCRIPTION AMOUNT

1 Bill NO.1 - WET SERVICES -R

2 Bill NO.2 - HVAC SERVICES -R

3 Bill NO.3 - FIRE SERVICES -R

SUB TOTAL -R

VAT @ 15 % -R

TOTAL -R

TENDERING COMPANY

SIGNATURE DATE

ADDRESS/CONTACT DETAILS:

BRIXTON SOCIAL CLUSTER - PHASE 2 MECHANICAL BILL OF QUANTITIES PAGE 1 OF 17

Bill NO.1 - WET SERVICES

ITEM DESCRIPTION UNIT QTY RATE TOTAL


MODEL PREAMBLES FOR TRADES

For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed to be included in these Bills of Quantities and tenderers are to ensure that they are in possession thereof.



Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings. Soil, waste and vent pipes and fittings shall be solvent weld jointed.

uPVC pressure pipes and fittings

Pipes for water supply shall be of the class stated. Pipes of 40mm diameter and smaller shall be plain ended with solvent welded uPVC loose sockets and fittings. Pipes of 50mm diameter and greater shall have sockets and spigots with push-in type integral rubber ring joints. Bends shall be uPVC and all other fittings shall be cast iron, all with similar push-in type joints.

Reducing fittings

Where fittings have reducing ends or branches they are described as "reducing". In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained.

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall be deemed to include fixing and chasing into walls etc, casting in, building in or suspending not exceeding 1m below suspension level.

TOTAL CARRIED FORWARD



ITEM DESCRIPTION UNIT QTY RATE TOTAL TOTAL BROUGHT FORWARD

SUPPLY AND INSTALL PEX-B PIPING AND FITTINGS AS SHOWN ON RELEVANT MECHANICAL SERVICES DRAWINGS.

RATES TO INCLUDE CHASING AND FIXING INTO OR ONTO WALLS WHERE NECESSARY, PLASTERING OVER AND MAKING GOOD.

PEX-B PIPING

1 12mm m Rate

2 15mm m 77

3 20mm m Rate

4 25mm m 56

5 32mm m 24

6 40mm m 59

REDUCING TEES

7 RT1 - 15x12x15 mm reducing tee Item Rate




11 RT5 - 25x15x25 mm reducing tee Item 31








STRAIGHT REDUCER

19 SR1 - 15x12mm compression straight reducer Item Rate



22 SR4 - 25x15mm compression straight reducer Item 15











COMPRESSION TO MALE THREADED ADAPTER

29 CT1 - 12x10mm compression to male threaded adapter Item Rate



32 CT4 - 15x15mm compression to male threaded adapter Item 26






90° UNION ELBOW

38 E1 - 12mm 90° union elbow Item Rate

39 E2 - 15mm 90° union elbow Item 99





UNION TEE

44 T1 - 12mm Union Tee Item Rate

45 T2 - 15mm Union Tee Item 8

46 T3 - 20mm Union Tee Item Rate








ISOLATION VALVES

50 25mm Ball Valve Item 8




SUPPLY AND INSTALL uPVC PIPING AND FITTINGS AS SHOWN ON RELEVANT MECHANICAL SERVICES DRAWINGS.

RATES TO INCLUDE CHASING AND FIXING INTO OR ONTO WALLS WHERE NECESSARY, PLASTERING OVER AND MAKING GOOD.

uPVC PIPING

54 P1 - 40mm Item Rate

55 P2 - 50mm Item 60

56 P3 - 75mm Item Rate

57 P4 - 110mm Item 28

BEND - PLAIN

58 B1 - 40mm Item Rate

59 B2 - 50mm Item 23

60 B3 - 75mm Item Rate

61 B4 - 110mm Item 17

BEND - ACCESS

62 B1A - 40mm Item Rate

63 B2A - 50mm Item 15

64 B3A - 75mm Item Rate

65 B4A - 110mm Item 6

JUNCTION - UNION, SINGLE

66 JU1 - 40mm Item Rate

67 JU2 - 50mm Item 3

68 JU3 - 75mm Item Rate

69 JU4 - 110mm Item 1





JUNCTION - UNION, SINGLE, ACCESS

70 JU1A - 40mm Item Rate

71 JU2A - 50mm Item 3

72 JU3A - 75mm Item Rate

73 JU4A - 110mm Item 4

JUNCTION - UNION, DOUBLE

74 J11 - 50mm Item Rate

75 J12 - 110mm Item Rate

JUNCTION - UNION, DOUBLE, ACCESS

76 J11A - 50mm Item 1

77 J12A - 110mm Item 14

VENT - 1 WAY

78 V1 - 50mm Item Rate


VENT - 2 WAY


81 V4 - 110mm Item 8

JUNCTION - REDUCING, SINGLE

82 JR1 - 75x50mm Item Rate


84 JR3 - 110x50mm Item 10


JUNCTION - REDUCING, SINGLE, ACCESS

86 JR1A - 75x50mm Item Rate




JUNCTION - REDUCING, DOUBLE






JUNCTION - REDUCING, DOUBLE, ACCESS


SOCKETS

92 S1 - 110x40mm Item Rate

93 S2 - 110x50mm Item Rate

PAN CONNECTOR

94 P1 - 110mm Item 14

PAN CONNECTOR - ACCESS

95 P2A - 110mm Item Rate

ECCENTRIC REDUCER

96 ER1 - 110x50mm Item Rate

97 ER2 - 110x75mm Item Rate

SWIMMING POOL REFURBISHMENT

REPLACEMENT OF ALL ABOVE GROUND EXPOSED WATER SUPPLY PIPING WITH THREADED GALVANISED STEEL PIPING TO THE APPROVAL OF THE HERITAGE ARCHITECT.

ALL WORK TO BE DONE TO THE HERITAGE ARCHITECTS SPECIFICATIONS. UNDER NO CIRCUMSTANCES IS ANY BELOW GROUND PIPING TO BE REMOVED OR RIPPED UP WITHOUT PRIOR CONSENT OF THE HERITAGE ARCHITECT.

PIPING

98 15mm Item 35

99 20mm Item Rate

100 25mm Item 20

101 50mm Item Rate

ELBOWS









TEES

106 15mm Item Rate

107 20mm Item 8

108 25mm Item Rate

109 50mm Item Rate

REDUCING TEES

110 20 to xx mm Item 4

111 25 to xx mm Item Rate


STRAIGHT REDUCER

113 20 to xx mm Item 4



RELINING OF ALL DRAINAGE PIPING LOCATED IN BRIXTON SWIMMING POOL.

Pipe Relining

116 110mm m 322





PROVISIONAL SUMS


General

Work for which budgetary allowances are provided will be measured and valued in accordance with clause 32 of the Principal Building Agreement and deducted in whole or in part if not required without any compensation for loss or profit on the said allowances.

Prime cost amounts and provisional sums are net. Prime cost amounts include for delivery to site of all articles concerned.

Provisional sums are for material and equipment supplied and installed complete by firms of specialists.

Profit

Where stated, the contractor may allow for profit if required

General attendance on nominated/selected subcontractors

The item "Attendance" which follows each provisional sum for nominated/selected subcontractors' work, shall be deemed to cover all the contractor's costs incurred in providing free of charge to the nominated/selected subcontractors, the following:

1) The services as set out in clause B9.1 of the Preliminaries.

2) Making good in all trades and cleaning down andremoval of rubbish on completion.

Special attendance on nominated/selected subcontractors

Where stated special attendance will be described in detail in the Schedule for Variables in the preliminaries for the services as set out in clause B9.2.

REPLACEMENT OF SWIMMING POOL WATER TREATMENT EQUIPMENT

117 Allow the sum of R84 800 (Eighty Four Thousand Eight Hundred Rands) for the installation of salt chlorinator for treatment of pool water.

Item 1

118 Profit on last if required 5% 1

119 Attendance on last if required 5% 1

TOTAL CARRIED TO SUMMARY R -


Bill NO.2 - HVAC SERVICES


AIR HANDLING UNITS

ROOF TOP PACKAGED UNIT

1 Supply and install roof top packaged unit capable of supplying and extracting 2670 L/S at 300PA.

Unit to supply 100% fresh air and have nominal cooling capacity of 60kW.

Item 1

RECTANGULAR DUCTING, FITTINGS AND ACCESSORIES

Descriptions of all ducting and fittings shall be deemed to include the following:

All necessary supports and fixing therefore

All transitions and unions between different duct sizes and fittings as per the mechanical drawings

RECTANGULAR DUCTING

2 75x75 m 4

3 75x90 m 1

4 100x100 m 2

5 100x125 m 4

6 140x140 m 24

7 150x175 m 5

8 175x175 m 2

9 175x200 m 10

10 200x200 m 58

11 225x225 m 35

12 225x250 m 5

13 250x250 m 36

14 275x275 m 2

15 275x300 m 27

16 325x300 m 18

17 350x300 m 10

18 375x300 m 44

19 400x300 m 25

20 450x300 m 16

21 475x300 m 15





22 500x300 m 8

23 550x300 m 6

24 600x300 m 25

25 700x300 m 7

26 750x300 m 1

27 1200x300 m 12

28 1350x300 m 12

RETURN GRILLE - SINGLE DEFLECTION - RECTANGULAR FACE RECTANGULAR NECK: 310X110

29 310X110 Item 20

RETURN DIFFUSER 600 X 600 FACE 300 X 300 CONNECTION

30 300x300 Item 14

SUPPLY GRILLE - SINGLE DEFLECTION - RECTANGULAR FACE RECTANGULAR NECK: 310X110

31 310X110 Item 36

RETURN DIFFUSER 600 X 600 FACE 300 X 300 CONNECTION

32 300x300 Item 5

RECTANGULAR CROSS

33 200x200-200x200-75x200-75x200 Item 1

RECTANGULAR ELBOW - RADIUS: 1 W

34 300x500-300x500 Item 1

35 300x600-300x600 Item 2

36 1200x300-1200x300 Item 1

37 1350x300-1350x300 Item 1

38 100x100-100x100 Item 1

39 140x140-140x140 Item 2

40 150x175-150x175 Item 1

41 200x200-200x200 Item 7

42 225x225-225x225 Item 1

43 225x250-225x250 Item 1

44 300x400-300x400 Item 2

45 300x450-300x450 Item 2





46 300x500-300x500 Item 1

47 325x300-325x300 Item 1

48 375x300-375x300 Item 1

49 400x300-400x300 Item 4

50 450x300-450x300 Item 1

51 475x300-475x300 Item 1

52 600x300-600x300 Item 1

53 700x300-700x300 Item 1

RECTANGULAR TEE

54 100x100-75x100-75x100 Item 1

55 150x175-150x175-100x175 Item 1

56 175x175-175x175-75x175 Item 1

57 175x200-175x200-75x200 Item 1

58 200x200-200x200-140x200 Item 2

59 250x250-140x250-140x250 Item 1

60 275x275-275x275-200x275 Item 1

61 275x300-275x300-90x300 Item 1

62 300x75-90x75-90x75 Item 1

63 300x200-200x200-200x200 Item 1

64 325x300-325x300-140x300 Item 1

65 400x300-400x300-140x300 Item 1

66 450x300-450x300-275x300 Item 1

67 500x300-225x300-225x300 Item 1

68 550x300-550x300-250x300 Item 1

69 750x300-750x300-250x300 Item 1

70 1200x300-1200x300-450x300 Item 1

71 1200x300-1200x300-500x300 Item 1





SINGE SPLIT AIR CONDITIONING UNITS

Rates to include all necessary piping, fittings and mounting.

72 9000 BTUH single split inverter air conditioner installed in server room.

Item 1

NON VISION DOOR GRILLES

Rates to include cutting of doors and mounting door grilles as per manufacturers instructions

73 200x400 Item 8



Bill NO.3 - FIRE SERVICES


SUPPLY AND INSTALL FIRE PROTECTION CABINET AS PER MECHANICAL FIRE SERVICE DETAILS.

Rate to include all brickwork, timber, doors, hinges, painting, signage core drills, mounting brackets etc… fore construction of cabinet only.

Mounting brackets for hose reels, hydrants and extinguishers shall be included in the respective items.

Additional claims related to the construction of cabinet shall not be entertained. The contractor shall price for all expected costs

1 New fire protection cabinet Item 4

SUPPLY AND INSTALL FIRE EXTINGUISHERS IN LOCATIONS AS SHOWN ON MECHANICAL SERVICES DRAWINGS.

RATE TO INCLUDE COST OF SIGNAGE AND MOUNTING OF ITEM.

Rates to include for red striped wooden backing boards with bracket to fix all extinguishers

If extinguisher is placed in direct sunlight, it shall be installed in an appropriate fire extinguisher cabinet

2 New Dry Chemical Fire Extinguishers (9kg) including timber

backing board and brackets complete, mounted 100mm above mounting bracket as per fire service details

Item Rate

3 New Dry Chemical Fire Extinguishers (4,5kg) including timber

backing board and brackets complete, mounted 100mm above mounting bracket as per fire service details

Item 14

SUPPLY AND INSTALL FIRE HOSE REELS IN LOCATIONS AS SHOWN ON MECHANICAL SERVICES DRAWINGS.

RATE TO INCLUDE COST OF SIGNAGE AND MOUNTING OF ITEM.

4 New 30m Hose Reel installed 1500mm above finished floor

level complete with nozzle and c.p 25mm valve, pressure guage & cock, fittings, fixings, etc, all in accordance with the relevant SANS specifications

Item 4





SUPPLY AND INSTALL SANS62 MEDIUM WALL GALVANISED STEEL FIRE HYDRANT DISTRIBUTION PIPES INCLUDING CUTTING OR DRILLING FOR BRANCH OUTLETS, INCLUDING PREPARATION, CUTTING, ROLLING OF GROOVED ENDS, GROOVED END PIPE COUPLINGS, JOINTING, CLEANING, TESTING, BRACKETING AND HANGERS. STEEL PIPING INSTALLED UNDERGROUND SHALL BE PROTECTED USING “DENSO” PRIMER, “DENSO” HT INNER WRAP AND “DENSO” PVC OUTER WRAP.

Painting and identification of all fire pipe work as per SANS. Painting and marking of all exposed pipe work, equipment where required. (Colour: Red)

5 25mm m 8

6 80mm m 115

GALVANISED STEEL PIPING AND FITTINGS

7 80mm Elbow Item 12

8 80mm Tee Item 6

9 80 x 25mm Socket for connection to hose reel Item 4

FIRE HYDRANTS

10 80 x 65mm Right Angle Hand Wheel Hydrant with single lug instantaneous outlet painted red.

Item 4

SUPPLY AND INSTALL CONNECTION TO CIVIL SERVICES INCLUDING ALL FITTINGS, BENDS, TEES, EXCAVATIONS AND TRENCHING AS PER FIRE SERVICE DETAILS

11 Connection to civil services for hydrant and hose reel

installation consisting of but not limited to:Item 1

Booster connection for fire department located 1500mm above finished floor level

Pressure gauge

Double check valve assmebly

Adapter flange from civil services to SABS62 medium wall galvanised steel piping

SUPPLY AND INSTALL SMOKE CONTROL AS SHOWN ON RELEVANT MECHANICAL DRAWINGS

12 CURVENT FIRE-X TYPE 1620K SLOPE MOUNTED NATURAL

SMOKE AND HEAT EXHAUST VENTILATOR (OR SIMILAR APPROVED)

CHROMADEK MATERIAL WITH FUSIBLE LINKS TO ACTIVATE AT 72°C, DUST SEALS AND BURGLAR BAR INSTALLED IN ACCORDANCE WITH MANUFACTURERS DETAILED INSTALLATION SPECIFICATIONS

Item 9





SUPPLY AND INSTALL FIRE STOPPING MATERIAL TO SEPARATE CEILING VOID COMPARTMENT AS INDICATED ON MECHANICAL DRAWING.

RATE TO INCLUDE ALL METAL FRAME WORK REQUIRED FOR THE SUPPORT OF FIRE STOPPING PARTITION.

13 Fire stopping material such as gyproc or similarly approved Area 135

SUPPLY AND INSTALL FIRE SIGNAGE AS SHOWN ON RELEVANT MECHANICAL DRAWINGS

FIRE AND DIRECTIONAL SIGNAGE (PHOTOLUMINESCENT AND FRAMED 190X190)

EQUIPMENT

14 FE, HR, FH - Fire extinguisher, fire hose reel and fire hydrant

hereItem 4

15 FE, HR - Fire extinguisher and fire hose reel here Item Rate

16 FE - Fire extinguisher here Item 2

17 HR - Fire hose reel here Item Rate

18 FE, HR, FH - Directional Item Rate

19 FE, HR - Directional Item 4

20 FE - Directional Item 4

21 HR - Directional Item Rate

ESCAPE ROUTES

22 Floor number Item Rate

23 Exit this way - directional Item 12

24 Exit door Item 5

TESTING

25 All inspections, testing and commissioning of the complete

fire water installation for all phase 2 buildingsItem 1

FIRE DOORS

SUPPLY AND INSTALL FIRE DOORS IN FIRE ESCAPE LOBBIES AND STAIRWELLS

26 Push bar locking device with two point locking suitable for

double door application.Item 1

27 Class "A" Fire Door UNIT RateSelf closing Class "A" fire door (60min) & approved locking device





28 Class " B" Fire Door UNIT RateSelf closing Class "B" fire door (120min) & approved locking device

29 Class " D" Fire Door UNIT RateSelf closing Class "D" fire door (Stability, integrity & Insulation - 120min)

30 Class " E" Fire Door UNIT RateSelf closing Class "E" fire door (30min)



PART B - ELECTRICAL

WORK(11 pages)

368

BILL NR BILL DESCRIPTION TOTAL COST

1 Lighting and accessories -R

2 Socket outlets and accessories -R

3 Fire Detection system -R

4 PA and audio system -R

5 Electrical distribution -R

6 Electronic and accessories -R

7 Cabling and accessories -R

8 Conduits and cable racks -R

9 Trenching and excavation -R

10 General and Preliminaries -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQ

BILL SUMMARY

TOTAL PROJECT PRICE (EXCLUDING VAT):

The electrical standards and requirements included under this contract are covered by the following

documentation:

a) Detail Electrical Specifications Report – Section A

b) Standard Electrical Specifications Report – Section B

c) Formal Issued Electrical Drawings – Section C

d) Bill of Quantity: Electrical works – Section D

This Bill of Quantity document must be read together with section A, B and C documentation to accurately

price.

1 of 11 SUMMARY

ITEM NR ITEM DESCRIPTION UNIT OF

MEASURE QTY ITEM PRICE RATE AMOUNT

1.0Perimeter light, LED, 108W, IP65, 12 800 lumen, 4000k, pole

mounted at 8m FFL, street light type fittingUnit 13 -R

1.1Post top garden light, LED, 55W, IP65, 6 200 lumen, 4000k,

pole mounted at 4m FFL, ambiance type fittingUnit 7 -R

1.2Office type light, LED, 35W, 3 600 lumen, 600 x 600mm,

recessed in ceilingUnit 110 -R

1.3Office type light, LED, 70W, 7 200 lumen, 1200 x 600mm,

recessed in ceilingUnit 76 -R

1.4 Bulkhead, LED, 20W, 2 000 lumen, IP65, surface mounted Unit 30 -R 1.5 Fluorescent light, LED, 40W, 4 700 lumen, surface mounted Unit 19 -R 1.6 Downlight, LED, 20W, 4000K, 2000 lumen, recessed in ceiling Unit 134 -R

1.7Floodlight, LED, 50W, 6 000 lumen, IP65, Pole mounted at

4m FFLUnit 19 -R

1.8Suspended/Pendulum type LED 1500mm , 60W, 6000 LUM

(Library E-Learning)Unit 19 -R

1.9Suspended/Pendulum Downlight , 20W LED, 2000 LUM,

4000K (Library ground floor ablutions)Unit 12 -R

1.10

Suspended/Pendulum Downlight with aluminium reflector

and suspension equipment, 70W, 6300 LUM, 3000K (General

Library)

Unit 30 -R

1.11Suspended/Pendulum, 170W, 12 400 LUM, Fluorescent,

4000K (Activity room)Unit 13 -R

1.12Architecture exterior accent light type, 2 x 10W LED, Two

light beams shining up and downwards, IP65, surface Unit 9 -R

1.13Rectangular linear light strip, recessed, 14W LED, 600mm x

600mmUnit 16 -R

1.14 Rectangular linear light strip, recessed, 28W LED, 1200mm Unit 6 -R

1.15

(Swimming pool living unit) Living area round cheese

bulkhead fitting, ceiling surface mounted, E27 lamp base

with 23W CFL bulb, glass lens, white colour fitting

Unit 6 -R

1.16

(Swimming pool living unit) Kitchen closed channel 2 foot

600mm fluorescent ceiling light, 2 x 18W T8 tubes, 1400

lumen, ceiling surface mounted, white colour fitting

Unit 2 -R

1.17

(Existing Swimming pool building) Surface mounted, Ceiling

round indoor light type, 2 x E27 LAMP BASE with 2 x 30W CFL

BULB, 4000K TEMP, lens material glass, fitting colour chrome

Unit 47 -R

1.18

(Existing Swimming pool building) Surface mounted, Ceiling

bulkhead outdoor IP44 light type with grid, E27 LAMP BASE

with 23W CFL BULB, 4000K TEMP, lens material glass, fitting

colour black

Unit 75 -R

1.19

(Existing Swimming pool building) Surface mounted, Down

facing outdoor IP44 light type, E27 LAMP BASE with 23W CFL

BULB, 4000K TEMP, lens material glass, stainless steel

chrome fitting

Unit 40 -R

1.20Light pole, Fibre glass reinforced, with steel base plate, 5m

pole, 4m FFL after installedUnit 21 -R

1.21Light pole, Fibre glass reinforced, with steel base plate, 9,2m

pole, 8m FFL after installedUnit 13 -R

1.22Emergency battery pack as per manufacturers specifications

fitted to light typeUnit 25 -R

1.23 Light switch, one lever, steel face plate, recessed Unit 56 -R 1.24 Light switch, two lever, steel face plate, recessed Unit 12 -R 1.25 Light switch, one lever, steel face plate, IP55 Unit 2 -R

1.26Occupancy motion sensor, ceiling recessed mounted,

infrared, 360 degree angle, 220V, 500W, 30 minutes time Unit 27 -R

1.27Occupancy motion sensor, surface mounted, infrared, 180

degree angle, 220V, 500W, 30 minutes time settingUnit 5 -R

1.28 Light day /night sensor wired through DB contactor Unit 10 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 1 - LIGHTING AND ACCESSORIES

Rate to include supply, transport, delivery, testing and installation

AMOUNT CARRIED TO SUMMARY SHEET:

2 of 11 LIGHTS

ITEM NR ITEM DESCRIPTION

UNIT OF

MEASUR

E

QTY ITEM PRICE RATE AMOUNT

2.1 3-PIN, 16A, double socket outlet, normal power, recessed, white Unit 1 -R 2.2 3-PIN, 16A, single socket outlet, normal power, recessed, white Unit 1 -R

2.3Normal, 3-PIN, 16A, new ZA socket, 2xZA sockets, 1xold socket,

recessed, whiteUnit 66 -R

2.4Dedicated, 3-PIN, 16A, new ZA socket, 2xZA sockets, 1xold socket,

recessed, redUnit 38 -R

2.53-PIN, 16A, single socket outlet, emergency dedicated power,

recessed, RedUnit 27 -R

2.63-PIN, 16A, double socket outlet, emergency dedicated power,

recessed, RedUnit 38 -R

2.7 Data and Telephone outlet, RJ45 and RJ11 Unit 60 -R 2.8 Double Data RJ45 outlets Unit 39 -R 2.9 Aircon Isolator switch, 60A, flush mounted Unit 1 -R

2.10 Aircon Isolator switch, 25A, flush mounted Unit 20 -R 2.11 Stove Isolator switch, 25A, flush mounted Unit 2 -R 2.12 Audio and video outlet, 1 x HDMI, 1 x VGA, 1 x speaker, 1 x USB Unit 1 -R

2.13Flush mounted Floor outlet box, PVC, 4 x double 16A 3-pin socket

outlets, 4 x double RJ45 data pointsUnit 2 -R

2.14

Pivot In desk power sets, includes: 1x illuminated over load switch;

2x standard 3 pin 16A sockets; 2x Compact 3 pin South Africa 16A

sockets; 1x HDMI port and 2x Data outlets (Blank)

Unit 95 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 2 - SOCKET OUTLETS



3 of 11 SOCKETS



3.1 Smoke detector, surface mounted Unit 28 -R 3.2 Heat detector, surface mounted Unit 6 -R

3.3Siren and strobe light attached to detector, surface

mountedUnit 9 -R

3.4 Gas detector, surface mounted Unit RATE -R 3.5 Main Fire alarm control panel, surface mounted Unit 3 -R 3.6 Mimic Fire alarm control panel, surface mounted Unit 1 -R

3.6Fire detection reticulation and complete working

condition installation according to standards and Unit 1 -R

3.7 Fire retardant cable, unarmoured m 1320 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 3 - FIRE DETECTION



4 of 11 FIRE



4.1Complete building PA system working installation,

reticulation and commissioning.Unit 1 -R

4.2 Room audio speaker, 2,5W, round, recessed in Unit 4 -R

4.3PA audio speaker, 3W, round, IP55 rated, recessed in

ceilingUnit RATE -R

4.4PA audio speaker, 6W, round, IP55 rated, recessed in

ceilingUnit 20 -R

4.5PA audio speaker, 15W, horn speaker, surface

mountedUnit RATE -R

4.6PA outdoor audio speaker, 20W, horn speaker,

surface mounted, IP65Unit RATE -R

4.7 Paging microphone unit Unit 1 -R 4.8 Mixer amplifier, 240W Unit 1 -R 4.9 Mixer amplifier, 20W, 2 x MIC and 2 x AUX inputs Unit 2 -R

4.10 Mixer amplifier, 40W, 2 x MIC and 2 x AUX inputs Unit RATE -R

4.11Table conference phone microphone module, 360

degree reception, 50m² room sizeUnit 2 -R

4.12Vehicle Gate pedastal card reader and intercom

systemUnit RATE

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 4 - PA AND AUDIO SYSTEM



5 of 11 PA



5.1

Liaison with City Power to connect the building

supply cables to the Miniature substation. Includes

all consumables, accessories, testing, materials and

labour needed. COC shall be given for all work done

on Minisub.

Unit 1 -R

5.2

Library ground floor DB. Floor standing pre-wired

DB, Three phase Distribution board, 10kA, 1,6mm

mild steel, power coated, busbar included, wired,

labelled, COC. Floor standing mounted double door.

Supplied from Minisub and backup Generator.

Normal power and Emergency power panel

sections. Automated change over switch for backup

power. As per single line diagram drawing and

engineers specifications.

Unit 1 -R

5.3

Coffee Shop DB. Surface mounted pre-wired DB,

Three phase Distribution board, 6kA, 1,6mm mild

steel, power coated, busbar included, wired,

labelled, COC. Supplied from Minisub. As per single

line diagram drawing and engineers specifications.

Unit 1 -R

5,4

Swimming Pool DBs. Surface mounted pre-wired

DB, Three phase Distribution board, 6kA, 1,6mm

mild steel, power coated, busbar included, wired,

labelled, COC. Supplied from Minisub. As per single

line diagram drawing and engineers specifications.

Unit 2 -R

5,5

Playground Ablutions DBs. Surface mounted pre-

wired DB, Three phase Distribution board, 6kA,

1,6mm mild steel, power coated, busbar included,

wired, labelled, COC. Supplied from Minisub. As per

single line diagram drawing and engineers

specifications.

Unit 1 -R

5,650kVA Backup Diesel Generator complete outdoor

unit. As per engineer specifications.Unit 1 -R

5.750kVA UPS, three phase, online double conversion,

5 minute backup batteries, with cabinetUnit 1 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 5 - ELECTRICAL DISTRIBUTION



6 of 11 DISTRIBUTION



6.1

Outdoor network bullet camera, 3MP, 1920 x 1080p,

triple streams, 2.8-12mm motorized varifocal lens,

array IR leds (50m range), 3DNR, true WDR (120db),

audio, alarm in/out, smart analysis, SD card slot, IP66

Unit 2 -R

6.2

Mounting pole: galvanized steel for cameras - 6m FFL

+ spigot arm + adjustable bracket (For the Camera

network installation)

Unit RATE -R

6.3Fibre termination box (For the Camera network

installation)Unit RATE -R

6.4 Junction box (For the Camera network installation) Unit RATE -R

6.5

Workstation desktop PC windows 10, with

accessories, 24 inch screen, 1kVA UPS backup (For

the Camera network installation)

Unit RATE -R

6.6 40 inch HD display screen for boardrooms Unit RATE -R

6.10HDMI connection and reticulation between power

skirting and boardroom screensUnit RATE -R

6.7

Complete Data and Telephone building and site

infrastructure installation and reticulation to the

local service provider connection. Includes

connecting each building to the site data and

telephone reticulation. Provide cabling, junction

boxes, components and equipment needed to

provide the complete infrastructure. Excludes

equipment such as server, switches, routers,

PC 1 110 000,00R 132 000,00R 132 000,00R

6.8

(Site security) Complete security camera system

installation which includes hardware, software and

cabling reticulation. Rate to include design, delivery,

installation and As-Built information. (To engineers

specification)

PC 1 10 000,00R 12 000,00R 12 000,00R

6.9

(Site security) Complete access control system

installation which includes hardware, software and

cabling reticulation. Rate to include design, delivery,

installation and As-Built information. (To engineers

specification)

PC 1 10 000,00R 12 000,00R 12 000,00R

6,11 WiFi Network ( 8 pints) PC 1 16 000,00R 19 200,00R 19 200,00R 6,12 Security System (CCTV and Access Control) PC 1 847 292,00R 1 016 750,40R 1 016 750,40R

R -

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 6 - ELECTRONICS AND ACCESSORIES

Rate for supply, transport, delivery, installation, terminations, labour, testing and comissioning


7 of 11 ELECTRONIC



7.13 x 1,5mm² PVC general purpose copper wire,

including accessories and terminationm 5000 -R

7.23 x 2,5mm² PVC general purpose copper wire,


7.33 x 1,5mm² PVC Surfix copper wire, including

accessories and terminationm 200 -R

7.43 x 2,5mm² PVC Surfix copper wire, including

accessories and terminationm 200 -R

7.5 4C x 16mm² PVC copper SWA armoured m RATE -R 7.6 1C x 16mm² BCEW m RATE -R 7.7 3C x 10mm² PVC copper armoured m 10 -R 7.8 3C x 2,5mm² PVC copper SWA armoured m 500 -R 7.9 3C x 4mm² PVC copper SWA armoured m RATE -R

7.10 3C x 6mm² PVC copper SWA armoured m 200 -R 7.11 4C x 10mm² PVC copper armoured m 100 -R 7.12 4C x 25mm² PVC copper SWA armoured m 100 -R 7.13 4C x 35mm² PVC copper SWA armoured m 150 -R 7.14 1C x 35mm² BCEW m 500 -R 7.15 1C x 10mm² BCEW m 200 -R 7.16 4C x 50mm² PVC copper SWA armoured m RATE -R 7.17 4C x 95mm² PVC copper SWA armoured m 100 -R 7.18 1C x 95mm² BCEW m 150 -R 7.19 1C x 50mm² BCEW m 50 -R 7.20 4C x 185mm² PVC copper SWA armoured m 500 -R 7.21 4C x 300mm² PVC copper SWA armoured m RATE -R 7.22 1C x 185mm² BCEW m RATE -R 7.23 CAT6 cable, including accessories and m 2000 -R

7.24Twisted pair cable, including accessories and

terminationm 500 -R

7.25Optic fibre cable, Single mode, 6 core cable,


7.26Termination of 4C x 35-300mm² PVC copper

armoured, including accessoriesUnit 12 -R

7.27Termination of 4C x 10-35mm² PVC copper

armoured, including accessoriesUnit 10 -R

7.28All buildings Earthing and bonding, including

earth rods, terminals, junction boxes, copper Unit 1 -R

7.29

Building Earthing and bonding, including earth

rods, terminals, junction boxes, copper cabling,

down conductors

Unit 1 -R

7.30 1200mm Earth electrode buried below ground Unit 12 -R

7.31

15mm diameter KWENA down conductor surface

wall mounted, to earth the roof. Installed in

25mm conduit, and by bonding to the roof steel

m 150 -R

7.3225mmx3mm flat aluminium tape for lightning

protection, including accessoriesm 50 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 7 - CABLING AND ACCESSORIES

Rate to include supply, transport, delivery, installation, bonding, strapping, earthing, testing and labelling


8 of 11 CABLES


MEASURE QTY

ITEM

PRICE RATE AMOUNT

8.1 20mm PVC conduit with accessories (for light cabling) m 5000 -R 8.2 25mm PVC conduit with accessories (for socket cabling) m 2000 -R 8.3 32mm PVC conduit with accessories m 100 -R 8.4 25mm Galvanized conduit with accessories m 100 -R 8.5 50mm PVC cable sleeve with accessories m 10 -R 8.6 PVC power skirting, 3 compartments with accessories m 280 -R 8.7 110mm PVC cable sleeve with accessories m 2000 -R

8.8Galvanized Medium duty cable tray, perforated metal,

150mm wide x 30mm deep, with accessoriesm 300 -R

8.9Galvanized Medium cable basket Welded Wire Mesh,

150mm wide, with accessoriesm 50 -R

8.10 Galvanized Wiring Duct, P1000, 41mm x 41mm m 500 -R 8.11 Galvanized Wiring Duct, P8000, 76mm x 76mm m 800 -R 8.12 PVC Conduit box - 75mm round x 25mm deep Each 5 -R 8.13 PVC Conduit box - 100mm x 100mm x 50mm Each 5 -R 8.14 Galvanized Conduit box - 75mm round x 25mm deep Each 5 -R 8.15 Galvanized Conduit box - 100mm x 100mm x 50mm Each 5 -R 8.16 Galvanized Conduit box - 100mm x 50mm x 50mm Each 5 -R 8.17 Cecil Nurse "Cable worm" under desk vertical coil Cable Each 37 -R

-R

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 8 - CONDUITS, WIREWAYS AND ACCESSORIES

Rate to include supply, transport, delivery, testing, consumables, accessories and installation


9 of 11 CONDUITS


MEASURE QTY RATE AMOUNT

9.1Concrete Manholes, size 450mm x 450mm x 600mm

deep inclusive of excavation.Unit RATE R -


deep inclusive of excavation.Unit 2 R -


deep inclusive of excavation.Unit 6 R -

9.4

Trenching 600mm wide and 600mm deep, inclusive of

excavation in pickable soil, prescribed fill, compaction

and carting away of surplus material, all in accordance

with the engineers specification. Excavation through

100mm reinforced concrete surface slabs or 35mm

asphalt road surfacing, inclusive of making good.

Laying of cables and installation of Cable Danger tape

included.

m 400 R -

9.5

Trenching 600mm wide and 1000mm deep, inclusive

of excavation in pickable soil, prescribed fill,

compaction and carting away of surplus material, all in

accordance with the engineers specification.

Excavation through 100mm reinforced concrete

surface slabs or 35mm asphalt road surfacing, inclusive

of making good. Laying of cables and installation of

Cable Danger tape included.

m 350 R -

R -

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 9 - TRENCHING


10 of 11 TRENCHES


MEASURE QTY RATE AMOUNT

10.1 Items firm and fixed for duration of contract Unit 1

a) Registration as contractor

b) Site establishment

c) Site supervision by accredited person including

travel, subsistence, etc.

d) Quality assurance

e) Storage of material, containers and security

f) Contractors insurance

g) Safety Equipment for Workers

h) Health & Safety Plan for Project

i) provision of a quality control inspector reporting to

the Electrical Engineer for the duration of the contractj) amount for carrying out of disturbing work for the

duration of the contractk) Transport of material for storage including

installation and disposal of components. The

contractor to provide all required scaffolding, cherry

picker, personnel/ operators, ladders, tools, etc as

BRIXTON DEVELOPMENT (PHASE 2) - TENDER STAGE - SECTION D - ELECTRICAL BoQBILL 10 - GENERAL


11 of 11 GENERAL

PART C - LANDSCAPING

& IRRIGATION WORK(8 pages)

386

BRIXTON SOCIAL

CLUSTER:PHASE 2

BILL OF QUANTITIES:

LANDSCAPING: 14/01/2020DESCRIPTION UNIT TOTAL

QUANTITY

RATE TOTAL

P&G'SSTREET FURNITURE, PORTS

EQUIPMENT AND PLAY

EQUIPMENT

STREET FURNITURE

Wilson stone bollard : Noetzie major No. - -R

Wilson stone bollard : Groot

Contantia

No. 64.00 -R

Wilson stone: Turin quartz bench No. - -R

Wislon stone: Block seat No. 24.00 -R

Wilson stone: Clifton drinking

fountain

No. 2.00 -R

Wilson stone: High street Dustbin No. 9.00 -R

Recycling dustbin No. - -R

Swinging dustbin No. 4.00 -R

Mayfair Bench No. - -R

Smartstone Bench No. 30.00 -R

Concrete platforms No.

Excavate for foundation not exceeding

600mm deep: Excavate through in-situ

material to competent material below

natural ground level. Rip and re-

compact competent in-situ material to

93% Mod AASHTO density m³

1.97 -R

Concrete Foundation (25MPa): 1200 x

1700 x 200 mm m³

1.31 -R

Ref 100 Steel Reinforcing Welded

Mesh - foundation m²

1.31 -R

SUBTOTAL: STREET FURNITURE R -

RUBBER MATTING

SUBTOTAL: RUBBER MATTING R -

PLAY EQUIPMENT

REGULAR PLAY EQUIPMENT

SUBTOTAL: REGULAR PLAY

EQUIPMENT

R -

UNIVERSAL ACCESS PLAY

EQUIPMENTSUBTOTAL: UNIVERSAL ACCESS

PLAY EQUIPMENT

R -

SPORTS EQUIPMENT

Subtotal R -

page 1

TOTAL: STREET FURNITURE,

PORTS EQUIPMENT AND

PLAY EQUIPMENT

-R

page 2

SOIL PREPARATION

LAWN, SHRUBS AND

GROUNDCOVERS - SOIL

PREPARATIONRates and description

General Lawn Areas 2086

Import Topsoil from existing stockpiles m³ 312.90 -R

Shape insitu material compact in

layers of 150mm to 87 % Mod

AASHTO density

m³ 312.90 -R

Sift insitu stockpile sources, and

spread top soiling 100 mm thick

m³ -R

Cultivation and preparation of areas

to be planted (100mm)

m² 2 086.00 -R

Supply and apply NPK compost and

Fertilizer 5:1:5

kg 20.00 -R

Supply and apply Superphosphate

Fertilizer at 100g/m²

kg 20.00 -R

Supply and apply Bonemeal


kg 20.00 -R

Final shaping by hand with rakes

and spades

m² 2 086.00 -R

R -

SHRUBS AND GROUNDCOVERS 758

Cultivation and preparation of areas

to be planted

m² 758.00 -R

Rip and rotovate soil 300 mm deep.

Cultivate soil to a depth of 200 mm

after fertilising

m² 758.00 -R

Fertilizing with 2.3.2 fertilizer spread

at a rate of 0,1 kg/m² and well

irrigated after completion of planting

kg 5.00 -R

Supply and apply Superphosphate


kg 5.00 -R

Shrub areas: Supply and cultivate

compost at 1 m3/20 m²

m3 37.90 -R

Final shaping by hand with rakes

and spades

m² 758.00 -R

SUBTOTAL: LAWN, SHRUBS AND

GROUNDCOVERS - SOIL

R -

TREE - SOIL PREPARATION 39

Excavate and prepare tree holes with

fertilizers listed below: Each hole

must be greater of 1x1x1 meter or

twice as wide and 1.5 times as deep

as the root ball of the tree to be

planted

No. 39.00 -R

Agriculture fertilizer Tablets

(Agriform) at 3 tablets per tree

No. 39.00 -R

Bone meal at 100g per tree hole kg 3.90 -R

Seamungus or similar approved

apply as a pre-plant application

kg 15.00 -R

page 3

Compost, mix with excavated soil at a

compost rate of 1 m³ / 10 trees

m³ 4.00 -R

SUBTOTAL: TREE - SOIL

PREPARATION

R -

TOTAL: SOIL PREPARATION -R

page 4

PLANTING 2086

LAWN, SHRUBS AND

GROUNDCOVERS, TREES

LAWN

Supply and plant Kikuyu instant

lawn sods.- General areas

m²2 086.00

-R

TREES

Supply and install wood stakes and ties Stake 39.00 -R

Olea europaea L. subsp.

Africana - (200l)

No. 25.00 -R

Euclea crispa (100l) No. 14.00 -R

SUBTOTAL: TREES R -

SHRUBS AND GROUNDCOVERS

Buddleja saligna No. -R

Bulbine frutescens No. -R

Carissa macrocarpa No. -R

Portulacaria affra No. 318.00 -R

Pelargonium graveolens No. -R

Plectranthus fruticosus No. -R

Plectranthus neochilis No. 120.00 -R

Mackaya bella Harv No. 1 890.00 -R

Jasminum angulare Vahl No. -R

SUBTOTAL: SHRUBS AND

GROUNDCOVERS

R -

TOTAL: PLANTING -R

page 5

MAINTENANCE

Maintenance of the site by watering,

cutting grass, cutting of edges,

weeding, and replacing dead plants

month 12.00 -R

TOTAL: MAINTENANCE -R

IRRIGATION (SEE IRRIGATIO

BOQ)

Provisional Sum 1.00 -R

SUBTOTAL: IRRIGATION (SEE

IRRIGATIO BOQ)

R -

-R

PAVING

150mm x 200mm,BOSUN URBAN

MEDIUM (GRANITE)

m²2 275.11

-R

Tactile Paver - Warning_Grey -

400x400x60 mm

m²-

-R

Tactile Paver - Directional_Grey -

400x400x60 mm

m²-

-R

Urban Paver Large as Header_Marble -

300X400x60 mm

m² -R

Clay Autumn Harvest - 200x100mm m² - -R

Concrete Ramps in courtyard (by

engineer - 100mm thick)

m²-

-R

Stone Pitching m² - -R

SUBTOTAL: PAVING 2 275.11 R -

EDGING

Qs.Pav.Urban 300X400X60.(Header

course)

m² 1 253.17 -R

Qs.Pav.Urban Large

400x300x60.Concrete Foundation

m² 60.00 -R

Fig 12_Garden Kerb - 500x240x70 mm m -R

Concrete Edge Beam - 1000x150x150

mm (by engineer)

m -R

Fig 3 Barrier Kerb - 500x240x70 mm m 154.00 -R

Cutting m

SUBTOTAL: EDGING R 1 467.17 R -

page 6

SEATING WALLS (500x900)

- 32M 41

Excavate for foundation not exceeding

600mm deep: Excavate through in-situ

material to competent material below

natural ground level. Rip and re-

compact competent in-situ material to

93% Mod AASHTO density m³ 55.91

-R

G5 Fill 11.18 -R

Concrete Foundation (25MPa): 650 x

200mm m³ 18.79 -R

Construct 110 mm Stockbrick Wall with

brickforce every second course m² 223.65 -R

Construct 110 mm Facebrick Wall with

brickforce every second course m² 223.65 -R

Backfill 460 x 790mm: Backfill in layers

of five brick courses max. using in-situ

soil. Compact each layer m³ 55.91

-R

Ref 100 Steel Reinforcing Welded

Mesh - foundation m² 93.93 -R

Strip lighting m 268.38 -R

Moraba-raba Game: Imprint/carve

pattern on concrete topping before it

hardens ea. -

-R

Block trading 450 x 900 x 50 smooth

concrete + delivery ea. 36.44 -R

SUBTOTAL: SEATING WALLS

(500x900) - 32M R -

SUBTOTAL: SEATING WALLS

(500x900) - 32M

R -

page 7

WATERPROOFING 0

BITUMEN PRIMER 20LT m² 0 -R

CG3 m² 0 -R

TILESAFE REINFORCED m² 0 -R

Tilesafe Skirting (80mmx20m) m² 0 -R

R -

TOTAL EXCL VAT -R

page 8


JDA JBCC395

PART C3: SCOPE OF WORK

1.1 Description of the Works

1.1.1 Employer’s objectives1.1.2 Overview of the works1.1.3 Extent of the works1.1.4 Location of the works1.1.5 Temporary works1.1.6 Access

1.2 Engineering

1.2.1 Design services and activity matrix1.2.2 Employer’s design1.2.3 Design brief1.2.4 Drawings1.2.5 Design procedures

1.3 Procurement

1.3.1 Requirements1.3.2 Subcontracting

1.4 Construction

1.4.1 Works specifications1.4.2 Plant and Materials1.4.3 Construction Equipment1.4.4 Existing services1.4.5 Site establishment1.4.6 Site usage1.4.7 Permits and way leaves1.4.8 Alterations, additions, extensions and modifications to existing works1.4.9 Inspection of adjoining properties1.4.10 Water for construction purposes1.4.11 Survey control and setting out of the works

1.5 Management

1.5.1 Management of the works1.5.2 Health and safety1.5.2.1 Specification for Occupation Health and Safety in Construction Works Contracts


JDA JBCC396

PART C3: SCOPE OF WORK

1.1 DESCRIPTION OF THE WORKS

1.1.1 Employer’s objectivesThe Johannesburg Development Agency has been appointed by the City of Johannesburg for theimplementation of a multi-purpose sports and recreational complex at Brixton Park.

The Johannesburg Development Agency (JDA)’s objective is to deliver this public infrastructure usinglabour intensive methods. Labour-intensive works comprise the various activities which are to beperformed by hand, and its associated specification data. Such works shall be constructed using localworkers who are temporarily employed in terms of this Scope of Work. Whilst the work is both plantand labour intensive, the successful bidder must optimally utilise labour intensive methods tomaximise employment opportunities for the local community in line with the JDA requirements.

Where parts of the contract are to be constructed using EME/QSE’s, the relevant items have beenseparated in the Bills of Quantities.

The second phase of the proposed Brixton Social Cluster Development of Brixton Park comprisesworks carried out from the edge along the soccer pitch to the northern most boundary line along HighStreet Road. Overall the scope of works comprise Building works, namely: a new single story Multi-media Library, a new Art Gallery and Coffeehouse building, a new Children Playground andPlayground Ablution, minor Alterations to the existing Library and Municipal Swimming Bath, andExternal works, namely: a new boundary wall, new Parking, new paving works to Brixton square andPedestrian walkways and Landscape works.

1.1.3 Extent of the works

The Proposed Library is a single storey building with a floor area of 1,840sqm. The Library willaccommodate the Main Library general and specialized information resource spaces and a Studycentre. The Library building will be accessed from two levels; one entry from Brixton square and thesecond entry from the Library Parking. The building ground floor will be split into two levels, upperand lower ground level, to take into account the site’s downward slope from High Street road. Thescope of work will involve built works, signage and supply of furniture items. In summary the builtworks will entail Saflok 700 concealed roofing profile on steel trusses, a 54 sqm RC slab roof forMechanical equipment, Lambaboard roof insulation, Suspended ceiling Gyproc fissured tile andGyproc rhinoboard, exterior and interior brick walling, interior dry wall partitions, exterior curtainwalling, Aluminium casement windows with Cool Lite ST120 toughened glass, interior glass partitions,two kitchenettes, a main ablution facility with separate male and female toilets, 7 No. disabled toiletsand 1 Staff toilet., and Service installations. All finishes to walls, floors and ceilings to Architect’sspecifications. The service installations scope will be as provided in the Mechanical and Electricalworks document.

The Proposed Art Gallery and Coffeehouse is a single-story building of 320 sqm excluding theoutdoor dining area. It has three entrances. The first providing direct access from Brixton square, thesecond opens into an outdoor sitting area and the third is an access to the Kitchen Service area. Thescope for this building will comprise the building shell, Facade signage, the kitchen brick walls, andthe toilet area including fittings and finishes, and Service Installations. In summary the built works willentail a Saflok 700 concealed roofing profile on timber trusses, Lambdaboard roof insulation,suspended ceiling Gyproc rhinoboard, exterior and interior brick walling, exterior curtain walling,Aluminum casement wall and roof windows with Cool Lite ST 120 toughened glass, a toilet facilitywith separate male and female toilets and a disabled toilet, a kitchen area and interior finishes towalls floors and ceilings to Architect’s specifications. The service installations scope will be asprovided in the Mechanical and Electrical works document.

The scope of work for the Playground area will involve a new Ablution Facility of 60sqm and externalworks entailing subgrade works to Engineer’s specification, Walkway paving, Cycle track, Safety


JDA JBCC397

surfaces, and Landscape works, New playground equipment, 2 Drinking fountains and New outdoorfurniture. The Ablution facility will comprise separate Boys and Girls ablutions, a Disabled toilet and aCleaner’s store and Service installations. In summary the built works will entail a mild steel concealedroofing profile on steel trusses, a mild steel Newlok 400 walling profile, exterior and interior brickwalling, steel casement window, high level Aluminum casement roof windows, sanitary fittings,interior and exterior finishes to walls, floors and ceilings to Architect’s specification. The serviceinstallations scope will be as provided in the Mechanical and Electrical works document.

The Old Library is a single storey building of floor area of 382.5sqm, comprising two ramps atrespective three entry points, floor slabs with Carpet tile finish, brick walls, Suspended ceiling tiles,and a hip roof of roof tiles on timber trusses. The scope of work for the Old Library includesdemolition works to roofs, walls, floor slabs and foundation walls. All Fittings and Building materialsthat can be salvaged will be passed on to the Client.

The scope of work for the swimming pool will entail, waterproofing to existing roof slab, a newturnstile access and glass door entry, new tiling in the foyer area, new sanitary fittings in the changingroom facility, new access doors and windows in the two Changing rooms that are to be used as a firstaid room and a judges room, new less abled pool access ramps and equipment and refurbishment toexisting storerooms for use as Caretaker units. It will also entail renovation works on floors, walls,doors and windows to Heritage consultants and Architect’s specifications. External works for this areaentails new boundary wall, demolition to existing boundary wall, new mesh openings on boundarywall to Architects detail, and two Clearvu Gates.

The External works will entail pavement works to Parking, Pedestrian walkways and Brixton square, aClear vu fence for the boundary wall, 4 Clear vu pedestrian access gates and 2 Clear vu vehicularaccess gates, new Trees and Tree grates, new planters, new Park furniture namely: seating, wastebins, light fixtures and bollards, a new Water fountain and 2 drinking fountains. The serviceinstallations scope will be as provided in the Mechanical and Electrical works document

1.1.4 Location of the Works

Brixton Park, 84 Mercury street, Brixton, Johannesburg

1.1.5 Temporary Works

The contractor is to design, supply, construct, demolish and spoil at his own cost any temporaryworks required in order to carry out the construction works as required.

As the Works are to be constructed within a built up urban area, the Contractor will be required tocarry out all temporary works that will be necessary to maintain the flow of traffic and to ensure thatpedestrian and vehicular access is maintained to local residential buildings and businesses.

1.1.6 Access

It is a requirement of this Contract that the Contractor ensures that all other users have access totheir building at all times. The Contractor is to implement temporary measures / deviations asrequired in order to achieve this outcome. Prior to the implementation of any deviation, writtenpermission for such deviation shall be obtained from the Principal Agent.


JDA JBCC398

1.2 ENGINEERING

1.2.1 Design Services & Activity Matrix

The following parties are responsible for the various design stages of the project.

DESCRIPTION RESPONSIBLE

Concept, feasibility and overall process Employers Agents / Professional Team

Basic Principal Agent and Preliminary Design Employers Agents / Professional Team

Final design to approval for construction stage Employers Agents / Professional Team

Temporary Works Contractor

Preparation of as built drawings Employers Agents / Professional Team /Contractor

1.2.2 Employers Design

All permanent works required for construction shall be designed by the employer and his appointedagents / professional team. The pool is the only exception to this and is to be a design and supply bya specialist sub-contractor.

1.2.3 Design Brief

The Employer has briefed the consultants as to the design requirements.

1.2.4 Drawings

The drawings included on the CD/s attached to this document are as per the drawing registerappearing in the CD/s attached. Contractors are to ensure that all drawings attached to this documentare as per the drawing register. The drawings included with the tender document are for informationand tender purposes only. Detail construction drawings will be issued to the contractor at sitehandover and revisions thereto during the construction stage of the project.

The following drawings are applicable to the contract:

Refer to drawing register on CD/s attached.

The Contractor will be supplied with three (3) copies of each of the construction drawings. Thesecopies will be issued free of charge and the contractor shall make any additional prints he mayrequire at his own cost.

The drawings included with the tender document are for information purposes only. Detailconstruction drawings will be issued to the contractor at site handover and revisions thereto duringthe construction stage of the project.

Only figured dimensions shall be used and drawings are not to be scaled unless so instructed by theprincipal agent. The principal agent will supply any figured dimensions, which may have been omittedfrom the drawings.


JDA JBCC399

All drawings and documents are to be considered the sole property of the Consultants and are to bereturned to them on completion of the Works. The drawings, etc., are to be used by the Contractorfor the purpose of this Contract only. All drawings must be properly cared for, protected and kept ingood condition.

Should any part or parts of the Drawings, Specifications or Bills of Quantities not be clearly intelligibleto the Contractor, or the material or articles to be used in the execution of the Works be consideredinsufficiently described or the manner in which the work is to be carried out not be clear, theContractor must obtain from the Principal Agent the necessary information to clarify such Drawings,Specification, Bills of Quantities or instructions which request shall be in writing.

The Contractor shall be held solely responsible for and shall, at his own expense, rectify any errorsarising out of incorrect interpretation of the Drawings, Specifications, Bills of Quantities or instructions.

Upon receipt of detail drawings for any work, the Contractor shall, before putting that work in hand,ascertain that the dimensions given on the detail drawings correspond with the dimensions of anywork already built and which governs the sizes of any work for which details are now issued.

In the event of the detail drawings not agreeing with the works already built, the discrepancy shall bebrought to the Principal Agent's attention timeously and the detail drawings shall be returned at oncefor alterations.

All dimensions will be figured on the drawings or may be calculated from figured dimensions and arealways to be followed. No dimensions shall be obtained by scaling.

1.2.5 Design Procedures

Where the Contractor is required to design any sub-contract or specialist works, the relevantprofessional indemnity must be taken out at the contractor’s costs. All shop drawings must be issuedtimeously for approval by the Principal Agent. A late issue of shop drawings by the Contractor will notconstitute a valid claim for extension of time.

1.3 PROCUREMENT

1.3.1 Requirements

The contractor shall be required to adopt labour based techniques through the full spectrum of theworks with the proviso that the Employers specific objectives regarding TIME & QUALITY are in noway compromised. Maximization of employment shall be of the essence on this contract.

Tenderers are to note that it is an explicit condition of this tender that all unskilled labourerson the project are to be employed from the local community. It is also a condition of thistender that the successful contractor is required to sub-contract a minimum value of work tolocal EME/QSE’s equal to 30% of the contract sum. Such work must be clearly identified in theEME/QSE Plan which plan will be considered in the functionality assessment of the tenderevaluation process. Furthermore, it is a condition of this tender that the successful contractoris required to take full responsibility of managing all appointed sub-contractors and thequality of their works.

The Contractor shall in general, maximise the involvement of the local community.

The minimum number of jobs created on this contract shall be 8 jobs for every one millionrand of the contract sum. This target applies to the Contractor’s labourers and local labourers andto the sub-contractor’s labourers.


JDA JBCC400

The Contractor shall be required to submit employment and EME/QSE data on a monthly basis to thePrinciple Agent.

The Contractor and all sub-contractors including local EME/QSE’s will be required to pay labour rateswhich are in accordance with SAFCEC rates.

The JDA reserves the right to reject bids that are deemed to be non-market related especiallyfor the portion of works to be executed by the local EME/QSE’s.

1.3.2 Subcontracting EME/QSE’s – Special Conditions of Contract

Subcontracting as condition of tender

The successful tenderer must subcontract a minimum of 30% of the value of the contract to an EMEor QSE :

“EME” means an exempted micro enterprise in terms of a code of good practice on black economicempowerment issued in terms of section 9(1) of the Broad-Based BlackEconomic Empowerment Act; and a

“QSE” means a qualifying small business enterprise in terms of a code of good practice on blackeconomic empowerment issued in terms of section 9(1) of the Broad-BasedBlack Economic Empowerment Act.

Locally based EME’s / QSE’s means enterprises that have their operational base in the ward in whichthe project is to be executed or alternatively, the members of the enterprises are resident ion theparticular ward. Should suitable locally based enterprises as described above not be available in theward, then they are to be sourced from adjacent wards.

The form of contract to be used with EME/QSEs is the JBCC sub-contract agreement. The ContractData must record the specific requirements in respect of penalties, retention and payment. Withregard to the latter, the Contractor is to allow for fortnightly certificates from the EME/QSEs and forpayment to the EME/QSEs to be effected within 7 days of certification.

It is intended that fortnightly payments to the EME/QSE’s will be as follows:

· Payment 1 – for the EME/QSE to pay suppliers for material/plant, subject to the necessaryproof being furnished;

· Payment 2 – for EME/QSE’s to pay labourers employed, subject to the necessary proof beingfurnished and upon receipt of proof of payment of suppliers;

· Payment 3 – for any balance due based on a valuation done of works completed, upon receiptof proof of payment of labour.

The contractor will be expected to pay EME/QSE’s full rates as submitted by the contractor to theJDA.

Above this, it is a condition of this contract that should the contractor fail to pay theEME/QSE’s with no valid reason/s, the JDA reserves the right to pay the EME/QSE’s directlyand deduct same from any amount paid to the contractor.

In order to achieve the goals of this policy and to ensure that the EME/QSEs are treated fairly andgiven every opportunity to advance their business whilst delivering a successful project, theContractor is to note the following and provide for any cost that may be associated therewith.

1. The bill of quantities identified for implementation by the EME/QSE’s is to provide for marketrelated P&G items in order that the EME/QSE may be compensated for any unforeseen delays or


JDA JBCC401

events that impact on his ability to complete his works. The Contractor shall subcontract the localEME/QSE works at the Contractor’s tendered rates. It is to be specifically noted that the rates foritems of work to be executed by EME/QSE’s must be market related. Tenderers are to ensurethat rates tendered for this portion of the works is to take into account all items that the maincontractor would have allowed for in his normal course of pricing, i.e. materials, labour,wastage, profit, attendance, etc. all at applicable productivity rates.

2. The Contractor will be expected to have clearly specified the programme dates to theEME/QSE sub-contractor and these dates are to be included in the contract of agreement betweenthe two parties. The Contractor is to monitor the EME/QSE sub-contractor’s progress against theprogramme and hold progress meetings with the EME/QSE sub-contractor where minutes are to bekept and signed off by both parties.

3. The Contractor is to assess the skills of the EME/QSE sub-contractor and provide the relevantsupport and training where it is necessary in order for the EME/QSE sub-contractor to complete theworks to programme, budget and specification. The Contractor will be expected to provide on-sitetraining to the EME/QSE sub-contractor that will ensure that the EME/QSE sub-contractor’s staff issuitably trained to execute the works and that they receive sufficient relevant experience on theproject. The Contractor will be expected to explain to and train the EME/QSE’s on how the BoQ rateswere built up.

4. The Contractor is responsible for safety compliance on the project and will assist theEME/QSE sub-contractor in all aspects to achieve safety compliance, that will include:

a) Assisting the EME/QSE sub-contractor with developing their safety files, legal appointments,etc.b) Assisting the EME/QSE sub-contractor with achieving safety on site.c) Having tool box talks with the EME/QSE sub-contractor employees on a daily basis.d) Providing all safety equipment and signage.e) Providing safety training where necessary.

5. The Contractor is to provide all the necessary equipment for the timeous monitoring and thechecking of the quality of works as carried out by the EME/QSE sub-contractor. The Contractor willbe expected to monitor the EME/QSE sub-contractor’s works for quality compliance and provide allthe necessary support to the EME/QSE sub-contractor in order to achieve quality requirements. TheContractor is to ensure that if the EME/QSE sub-contractors quality of works does not achievespecification the Contractor will assist the EME/QSE sub-contractor to achieve specification and notallow the works to continue until the quality requirements are achieved.

6. The Contractor is to generate monthly reports for the JDA that includes the following:

a) EME/QSE sub-contractor resources on the site, i.e. supervisors, labour, plant tools andequipmentb) EME/QSE sub-contractor progress of works on site.c) EME/QSE sub-contractor quality control on site.d) EME/QSE sub-contractor expenditure on the project versus target expenditure.e) Copies of minutes of the EME/QSE sub-contractor and Contractor progress meetings.f) Concerns and improvements to be made.

The Tenderers are to price the works to achieve full compliance with the above requirements.Tenderers are to ensure that they allocate a dedicated individual to manage the EME/QSE'sand fulfil the requirements stated above.

The EME/QSE supervisor will be required to conclude a scorecard with the JDA. Said scorecard willencompass four key performance areas and several key performance indicators as outlined overleaf.The EME/QSE supervisor will be required to score a minimum of 95%. The scorecard review will takeplace on a monthly basis.


JDA JBCC402

Key Performance Areas (a) Key Performance Indicators1) Safety (a) Be familiar with and ensures EME/QSE Contractor enforces the safety

specs and relevant OHSA

(b) Reporting of incidents and accidents· Ensures EME/QSE Contractor Reports incidents and accidents to the

Contractor on the day they occur

2) Quality Control (b) Setting out of the Works· Ensures that the Works have been set-out correctly prior to construction

commencing

(c) Monitoring of Construction· Examine the Works daily and pre-empt unnecessary work by the

EME/QSE Contractor by warning him of incorrect workmanship as soonas it is identified

(d) Approval of the Works· Assist EME/QSE Contractor in the works approval process

(e) Read Drawings· Assist EME/QSE Contractor in reading and interpreting construction

drawings

3) Financial (a) Daily Costing· Ensures that EME/QSE Contractors do daily costing

(b) Variances to Scope· Assist EME/QSE Contractors identify and claim for additional works

(c ) Standing Time Costs· Assist EME/QSE Contractors compute and Claim standing time costs

4) Site Administration andProgress Monitoring

(a) Communication· Ensures that EME/QSE Contractors communicate with the Contractor in

writing on site related issues

(b) Reporting· Ensures that the Main Contractor’s progress report is communicated

with the EME/QSE Contractors and that contingency plans are followedthrough

(c) Site diary· Ensures EME/QSE Contractors maintain a site diary

(d) Claims· Assist EME/QSE Contractors draft claims for Extension of Time where

applicable

(e) Quantities· Assist EME/QSE Contractors in the measurement of the works

Following from the above, the EME/QSE’s to be contracted on the project must be selected from adatabase which will be issued to the appointed contractor on the commencement date of the contract.The data base will include for EME/QSE that are youth, women owned, disabled and ex-combats.The contractor will be expected to give preference to EME/QSE’s that comply with all/most of thesegroups. The following information must be provided by said contractor within 14 days of thecommencement date of the contract.

1. Detailed approach and methodology on the employment of local EME/QSE’s2. EME/QSE/s company name/s to be employed on the project.3. EME/QSE contact persons


JDA JBCC403

4. Works to be executed by EME/QSE/s5. Programme (anticipated start, duration and end dates) applicable to the works defined in item4 above.

The onus is on the Contractor to prove to the Employer that no fully fledged EME/QSEs are active inthe area of the project. In this case, the contractor can source EME/QSE’s from adjacent wards andmust submit a proposal with his tender on how he intends to advance the growth of the EME/QSE’s inthe project ward.

JDA reserves the right to withdraw its acceptance of offer, should the appointed contractorfail to satisfactorily address the above requirements (1 to 5) within 14 days of thecommencement date of the contract. Approved documentation will form part of the contract.

Failure of the Contractor to achieve the requirements set-out in this tender document duringconstruction may result in the JDA enforcing compliance by appointing 3rd parties ifnecessary, to assist and deducting all reasonable costs for achieving compliance from moneydue to the Contractor.

Should the contractor, at Practical Completion, be in default by non-attainment of the above-mentioned labour-intensive targets and EME/QSE requirements, the Employer shall have theright to, without prejudice of any other rights, apply a penalty not exceeding 5% of thecontract sum


JDA JBCC404

1.4 CONSTRUCTION

1.4.1 Works specifications

Applicable national and international standards

SANS 1200; Model Preambles for Trades (2008 Edition).

Particular / generic specifications

Works are to be carried out in accordance with the construction drawings and according to theJohannesburg Development Agency, Johannesburg Roads Agency and City of Johannesburg’snorms and standards.

Certification by recognized bodies

None Applicable.

1.4.2 Plant and Materials

The contactor shall ensure that adequate plant and materials are procured at his own cost andavailable as required in order to complete the works as specified in line with the contract programme.The contractor shall supply a report to the Principal Agent on a fortnightly basis as to the plant andmaterials on site (or on order), and their utilization in relation to the construction programme.

There is no guarantee given or implied that the Contractor will be permitted to utilise any or all of theplant he proposes to use in the construction of the Works.

1.4.3 Construction Equipment

The contactor shall ensure that adequate construction equipment is available at his own cost asrequired in order to complete the works as specified in line with the contract programme. Thecontractor shall supply a report to the Principal Agent on a fortnightly basis as to the constructionequipment on site and their utilization in relation to the construction programme.

There is no guarantee given or implied that the Contractor will be permitted to utilise any or all of theequipment he proposes to use in the construction of the Works.

1.4.4 Existing Services

All known existing services and those services which require relocation and protection, are shown onthe services plans. The Contractor’s attention is drawn to the fact that such services information isbased on information supplied by others, and accuracy and completeness of this information has notbeen confirmed. The contractor will therefore be required to proceed with extreme caution in order toavoid damage to existing services.

In general, the engineer may call upon the contractor to re-excavate trenches previously dug andbackfilled by others where in the opinion of the engineer such work is necessary to ensure thestability of any other works over such trenches. This in no way relieves the contractor of hisresponsibilities in term of the works.

1.4.5 Site Establishment


JDA JBCC405

The Contractor shall make available temporary facilities necessary for providing the works which arenot provided by the Employer including telecommunications, security services, medical, fireprotection, sanitation and toilets, waste disposal, etc.

The contractor shall not make any changes to the senior management relative to the agreementwithout the principal agent's express written approval.

Services and Facilities Provided by the Employer:· Nil

Facilities Provided by the Contractor:· The contractor is to provide facilities, necessary to complete the project as specified.· The contractor is to provide suitable hoarding to the entire site for the entire duration of the

project to meet the Principal Agent’s requirements. Including any necessary making goodupon completion.

Storage and Laboratory Facilities:· The contractor is to provide facilities, necessary to complete the project as specified.

Other Facilities and Services:· The contractor is to provide facilities, necessary to complete the project as specified.

Vehicles and Equipment:· The contractor is to provide vehicles and equipment necessary to complete the project as

specified.

Advertising Rights:· The contractor may not place any advertising boards or the like on the site or in any public

area without the express written permission of the employer.

Notice Boards:· The contractor must place a contract notice board outside his site camp as specified by the

employer.

Office Accommodation for Meeting Room:· The contractor must provide a meeting room to accommodate a maximum of 20 people. The

meeting room is to be air-conditioned.· The contractor must provide an air-conditioned office space for the engineers for construction

monitoring.

Office Accommodation for Resident Engineer:· The contractor must provide an office to accommodate the Resident engineer as per SANS

1200-AB. Refer to SANS 1200-AB: Engineer’s Office for the standard specification.· §3.2 – Only one office.· §3.2 (h) – Not required.· §3.2 (j) – Air conditioner.· §4.1 – Not required.·· Additional requirements:· Access to printing facilities and paper.· 220V plug connection point in office.· Internet access.· High standard office chair

1.4.6 Site Usage


JDA JBCC406

The contactor will have unlimited access to the site, however all construction activities are to complywith the City of Johannesburg’s by laws. The accommodation of vehicular and pedestrian traffic onthe site is to be maintained at all times.

The contractor is to allow for the accommodation and diversion of pedestrian traffic in hispreliminaries & general items all in accordance with the South African Road Traffic Signs Manual,The Occupational Health & Safety Act & The Construction Regulations as amended, including on-going liaison with the traffic authorities and management of traffic, alterations to kerbing andlandscaping, barricading road entrances, temporary signage, dust screens, painting of lines, etc. Thetraffic accommodation proposal shall be approved by the Principal Agent prior to the execution of theworks.

The contractor is to maintain temporary accesses to all businesses during business hours and to allresidential properties outside of business hours. In the event that the contractor cannot maintainaccess to residents’ properties for vehicular parking and the like, the contractor is to providealternative secure parking for residents at his own cost. Similarly, should residents be forced to parkon the street due to construction activities, the contractor shall provide security personnel to guard theresident’s vehicles.

The cost hereof shall be included in the contractor’s preliminaries & general items.

1.4.7 Permits and wayleaves

Wayleaves shall be supplied by the contractor. Contractors are to comply with the terms andconditions of the wayleaves as supplied by the various service provider departments.

1.4.8 Alterations, additions, extensions and modifications to existing works

Care must be taken not to affect the structures stability and props must be installed if there is anydoubt as to the structural integrity of the building. All rubble must be removed in a manner acceptableto the Principal Agent.

The works at tender stage are not finalised and are subject to change.

The Architect will prepare a handover document including photographs of the existing building.

1.4.9 Inspection of Adjoining Properties

Contactors are to ensure that adequate inspections of adjoining properties are carried out (andrecords are kept thereof) to ensure that any claims received from adjoining properties due to damagecan be dealt with decisively. The settlement of any claims in this regard shall be dealt with in terms ofthe policies in place by the City of Johannesburg. Photographs must be taken to document theinspection.

1.4.10 Water and Electricity for Construction Purposes

The Contractor is to assume that there is no water connection on the site.

The same principle applies to electricity. 1.4.11 Survey Control and setting out of the works

By the Contractor


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1.5 MANAGEMENT

1.5.1 Management of the Works

The Contractor is to provide suitably qualified and experienced personnel to manage the works. TheContractor will be expected to provide CV’s of his proposed site management personnel for thePrincipal Agents review and approval.

Should the Principal Agent believe that the proposed site personnel not be sufficiently qualified and/orexperienced to do the works, be this at CV review, or later into the contract, then the Contractor willbe expected to replace this person/s, or provide additional persons to manage the works, and thatthis will be done at the Contractors own expense.

Should the Contractor fail to follow this instruction, then the Principal Agent will be entitled to placethe Contractor on notice to rectify the situation in terms of the contract.

1.5.2 Health & Safety1.5.2.1 Specification for Occupational Health and Safety in Construction Works Contracts

1. Scope

This health and safety specification establishes the overarching framework within which acontractor is required to satisfy general requirements for occupation health and safety in anengineering and construction works contract.

Note:a) This specification establishes general requirements to enable the employer and the

contractor to satisfy the Occupational Health and Safety Act, 1993 (Act No. 85 of 1993) andthe Construction Regulations, 2014.

b) The Construction Regulations, 2014, require an employer to stop any contractor fromexecuting construction work which is not in accordance with the contractor’s health andsafety plan for the site or which poses a threat to the health and safety of persons.

2. Definitions

Act: The Occupational Health and Safety Act, 1993 (Act No. 85 of 1993)

competent person: any person having the knowledge, training and experience specific to thework or task being performed

ergonomics: the application of scientific information concerning humans to the design ofobjects, systems and the environment for human use in order to optimize human well-being andoverall system performance

hazard: a source of or exposure to danger

incident: an event or occurrence occurring at work or arising out of or in connection with theactivities of persons at work, or in connection with the use of plant or machinery, in which, or inconsequence of which:

a) any person dies, becomes unconscious, suffers the loss of a limb or part of a limb or isotherwise injured or becomes ill to such a degree that he is likely either to die or to suffer a


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permanent physical defect or likely to be unable for a period of at least 14 days either towork or to continue with the activity for which he was employed or is usually employed;

b) a major incident occurred; or

c) the health or safety of any person was endangered and where-i) a dangerous substance was spilled;ii) the uncontrolled release of any substance under pressure took place;iii) machinery or any part thereof fractured or failed resulting in flying, falling or uncontrolled

moving objects; or machinery ran out of control

health and safety plan: a documented plan which addresses hazards identified and includessafe work procedures to mitigate, reduce or control the hazards identified.

health and safety specification: a documented specification of all health and safetyrequirements pertaining to the associated works on a construction site, so as to ensure thehealth and safety of persons

inspector: a person designated as such under section 28 of the Act

major incident: an occurrence of catastrophic proportions, resulting from the use of plant ormachinery, or from activities at a workplace

reasonably practicable: practicable having regard to:

a. the severity and scope of the hazard or risk concerned;b. the state of knowledge reasonably available concerning that hazard or risk and of any

means of removing or mitigating that hazard or risk;c. the availability and suitability of means to remove or mitigate that hazard or risk; andd. the cost of removing or mitigating that hazard or risk in relation to the benefits deriving

therefrom;

risk: the probability that injury or damage will occur

safe: free from any hazard

scaffold: any temporary elevated platform and supporting structure used for providing accessto and supporting workmen or materials or both

specification data: data, provisions and variations that make this specification applicable to aparticular contract

structure

a) any building, steel or reinforced concrete structure (not being a building), railway line or siding,bridge, waterworks, reservoir, pipe or pipeline, cable, sewer, sewage works, fixed vessels, road,drainage works, earthworks, dam, wall, mast, tower, tower crane, batching plants, pylon, surfaceand underground tanks, earth retaining structure or any structure designed to preserve or alterany natural feature, and any other similar structure;

b) any formwork, false work, scaffold or other structure designed or used to provide support ormeans of access during construction work; or

c) any fixed plant in respect of work which includes the installation, commissioning,decommissioning or dismantling and where any such work involves a risk of a person falling twometres or more


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substance: any solid, liquid, vapour, gas or aerosol, or combination thereof

suitable: capable of fulfilling or having fulfilled the intended function or fit for its intendedpurpose

3. Interpretation

3.1 The Act and its associated regulations shall have precedence in the interpretation of anyambiguity or inconsistency between it and this specification.

3.2 Compliance with the requirements of this specification does not necessarily result incompliance with the provisions of the Act.

4. Requirements

4.1 General requirement

4.1.1 The contractor shall execute the works in a manner that complies with all therequirements of the Act and all its associated regulations, and in so doing,minimize the risk of incidents occurring.

4.1.2 The contractor shall with respect to the site and the engineering and constructionworks that are contemplated:

a) identify the hazards and evaluate the risks associated with such workconstituting a hazard to the health and safety of such employees and the stepsthat need to be taken to comply with the Act; and

b) as far as is reasonably practicable, prevent the exposure of such employees tothe hazards concerned or, where prevention is not reasonably practicable,minimize such exposure.

4.1.3 The contractor shall as far as is reasonably practicable, cause every employee tobe made conversant with the hazards to his health and safety attached to any workwhich he has to perform, any article or substance which he has to produce,process, use, handle, store or transport and any plant or machinery which he isrequired or permitted to use, as well as with the precautionary measures whichshould be taken and observed with the respect to those hazards.

4.1.4 The contractor shall ensure that all employees under his or her control are:

a) informed, instructed and trained by a competent person regarding any hazardand the related work procedures before any work commences, and thereafterat such times as may be determined in the risk assessment; and

b) issued with proof of health and safety induction training issued by a competentperson and carry proof of such induction when working on site.

4.1.5 The contractor shall not allow or permit any employee to enter any site, unlesssuch person has undergone health and safety induction training pertaining to thehazards prevalent on the site at the time of entry.

4.1.6 The contractor shall ensure that each visitor to a construction site, save wheresuch visitor only visits the site office and is not in direct contact with theconstruction work activities:a) undergoes health and safety instruction pertaining to the hazards prevalent onthe site; and


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b) is provided with the necessary personal protective equipment.

4.1.7 The contractor shall provide suitable on-site signage to alert workers and visitors tohealth and safety requirements.

4.1.8 The contractor shall not permit any person who is or who appears to be under theinfluence of intoxicating liquor or drugs, to enter or remain at a workplace.

4.2 Health and safety representatives

4.2.1 The contractor shall appoint in writing one health and safety representative forevery 50 employees of the contactor working on the site, whenever there are morethan 20 employees on the site; to:

a) review the effectiveness of health and safety measures;

b) identify potential hazards and potential major incidents;

c) in collaboration with his employer, examine the causes of incidents;

d) investigate complaints by any employee of the contractor relating to thatemployee’s health or safety on the site;

e) make representations to the contractor on matters arising from a), b), c) or d) oron general matters affecting the health or safety of the employees at theworkplace;

g) inspect the site with a view to the health and safety of employees, at regularintervals;

h) participate in consultations with inspectors at the workplace and accompanyinspectors on inspections of the workplace; and

i) participate in any internal health or safety audit.

4.2.2 The contractor shall inform the relevant safety representative:

a) beforehand of inspections, investigations or formal inquiries of which he hasbeen notified by an inspector; and

b) as soon as reasonably practicable of the occurrence of an incident on the site.

4.2.3 The contractor shall convene health and safety meetings whenever more than twohealth and safety representatives have been appointed for the site. Thesemeetings shall be attended by all health and safety representatives and shall beconvened at least once every month to:

a) make recommendations to the employer regarding any matter affecting thehealth or safety of persons on the site; and

b) discuss any incident on the site in which or in consequence of which anyperson was injured, became ill or died.


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4.2.4 The contractor shall consult with the health and safety committee on thedevelopment, monitoring and review of the risk assessment.

4.3 Appointment of construction supervisor and safety officers

4.3.1 The contractor shall appoint a full-time competent employee designated in writingas the construction supervisor for the site, with the duty of supervising theperformance of the work falling within the scope of the contract and may appointone or more competent employees to assist the appointed construction supervisor.

4.3.2 A contractor may having considered the size of the project, the degree of dangerslikely to be encountered or the accumulation of hazards or risks on the site, appointa full-time or part-time construction safety officer in writing, who has in thecontractor’s opinion the necessary competencies and resources, to assist thecontractor in the control of all safety related aspects on the site.

4.3.3 The contractor shall ensure that the construction supervisor is in possession of themost recently updated version of the fall protection plan.

4.3.4 The contractor shall ensure that the following activities, as relevant, are carried outunder the supervision of a competent person and that such persons are appointedin writing:

a) all formwork and support work operations;

b) excavation work;

c) demolition work;

d) scaffolding work operations;

e) suspended platform work operations;

f) operation of batch plants; and

g) the stacking and storage of articles on the site.

4.4 Risk assessment

4.4.1 The contractor performing work falling within the contract shall, before thecommencement of any such work and during construction work, cause a riskassessment to be performed by a competent person appointed in writing. Such anassessment shall as a minimum:

a) identify the risks and hazards to which persons may be exposed to;

b) analyse and evaluate the identified risks and hazards;

c) document a plan of safe work procedures to mitigate, reduce or control therisks and hazards that have been identified;

d) provide a monitoring plan; and

e) provide a review plan.


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Note: A risk assessment is an important step in protecting workers as well as complyingwith the law. It helps you focus on the risks that really matter in a particularworkplace – the ones with the potential to cause real harm. Workers and othershave a right to be protected from harm caused by a failure to take reasonablecontrol measures. The following four steps are recommended:

Identify the hazards by looking at what could reasonably be expected to causeharm, ask employees or their representatives what they think, obtain advice fromtrade associations or publications on health and safety, check manufacturer’sinstructions or data sheets for chemicals and equipment as they can be veryhelpful in spelling out the hazards and putting them in their true perspective, reviewaccident and ill-health records, think about long-term hazards to health (eg highlevels of noise or exposure to harmful substances) as well as safety hazards etc.

Identify who may be harmed and how by identifying how groups of people might beharmed i.e. what type of injury or ill health might occur.

Evaluate the risks and decide on precautions by doing everything ‘reasonablypracticable’ to protect people from harm i.e. by looking at how things are done,what controls are in place and how the work is organised and comparing thisagainst good practice to see if more can be done to bring practices up to standard.Consider if the hazard can be got rid of all together, and if not how can the risksbe controlled so that harm is unlikely, e.g. try a less risky option (e.g. switch tousing a less hazardous chemical); prevent access to the hazard (e.g. by guarding);organise work to reduce exposure to the hazard (e.g. put barriers betweenpedestrians and traffic); issue personal protective equipment (e.g. clothing,footwear, goggles etc); and provide welfare facilities (e.g. first aid and washingfacilities for removal of contamination).

Record the findings by writing down the findings of the risk assessment.

4.4.2 The contractor shall ensure that as far as is reasonably practicable, ergonomicrelated hazards are analysed, evaluated and addressed in the risk assessment.

4.4.3 The contractor shall require a competent person to prepare a fall protection plan incompliance with the requirements of the Construction Regulations.

4.4.4 Notwithstanding the provisions of the fall protection plan, the contractor shallensure that:a) all unprotected openings in floors, edges, slabs, hatchways and stairways are

adequately guarded, fenced or barricaded or that similar means are used tosafeguard any person from falling through such openings;

b) no person works in an elevated position, unless such work is performed safelyas if working from a scaffold or ladder;

c) notices are conspicuously placed at all openings where the possibility existsthat a person might fall through such openings;

d) fall prevention and fall arrest equipment is:

i) suitable and of sufficient strength for the purpose or purposes for which it isbeing used having regard to the work being carried out and the load,including any person, it is intended to bear; and


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ii) securely attached to a structure or plant and the means of attachmentthereto is suitable and of sufficient strength and stability for the purpose ofsafely supporting the equipment and any person who is liable to fall;fall arrest equipment is only used where it is not reasonably practicable touse fall prevention equipment; and

e) suitable and sufficient steps are taken to ensure, as far as is reasonablypracticable, that in the event of a fall by any person, the fall arrest equipment orthe surrounding environment does not cause injury to the person.

4.4.5 Where roof work is being performed on a construction site, the contractor shallensure that it is indicated in the fall protection plan that:

a) the roof work has been properly planned;

b) the roof erectors are competent to carry out the work;

c) no employees are permitted to work on roofs during inclement weatherconditions or if weather conditions are a hazard to the health and safety of theemployees;

d) prominent warning notices are to be placed where all covers to openings arenot of sufficient strength to withstand any imposed loads and where fragilematerial exists;

e) the areas mentioned in paragraph (d) are to be barricaded off to preventpersons from entering;

f) suitable and sufficient platforms, coverings or other similar means of supporthave been provided to be used in such a way that the weight of any personpassing across or working on or from fragile material is supported; and

g) there is suitable and sufficient guard-rails or barriers and toe-boards or othersimilar means of protection to prevent, so far as is reasonably practicable, thefall of any person, material or equipment.

4.4.6 The contractor shall ensure that:

a) all reasonably practicable steps are taken to prevent the uncontrolled collapseof any new or existing structure or any part thereof, which may becomeunstable or is in a temporary state of weakness or instability due to the carryingout of construction work;

b) no structure or part of a structure is loaded in a manner which would render itunsafe; and

c) specification data prepared by the designer of the structure is taken intoaccount in the risk assessment;

Note: The specification data provided by the designer should outline known oranticipated dangers or hazards relating to the works and make available allinformation required for the safe execution of the work. It should provide asrelevant, geotechnical information (or make reference to reports provided in thesite information), the loading the structure is designed to withstand, the methodsand sequence of construction.


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4.5 Health and safety plans

4.5.1 The contractor shall prior to commencing the works to which this specificationapplies, submit to the employer for approval a suitable and sufficiently documentedhealth and safety plan, based on this specification and the risk assessment that isconducted.

The health and safety plan shall as a minimum provide:a) the information contained in Table 1 in respect of each of the hazards

associated with work falling within the scope of the contract (see Figure 1); and

What are thehazards?

Who mightbe harmedand how?

What are thesafe work

proceduresfor the site?

What further actionis necessary

(monitoring andreview)?

Action bywhom

Actionby when

Table 1: Example of the format of a health and safety plan

b) an outline of the manner in which the contractor intends complying with therequirements of this specification.

4.5.2 The contractor shall discuss the submitted health and safety plan with theemployer’s representative, modify such plan in the light of the discussions andresubmit the modified plan for approval.

4.5.3 The contractor shall apply the approved health and safety plan from the date ofcommencement of and for the duration of the works to which this specificationapplies.

4.5.4 The contractor shall conduct periodic audits for compliance with the approvedhealth and safety plan at intervals agreed upon with the employer, but at least onceevery month.

4.5.5 The contractor shall update the health and safety plan whenever changes to theworks are brought about.

4.6 Subcontractors

4.6.1 The contractor may only subcontract work in terms of a written subcontract andshall only appoint a subcontractor should he be reasonably satisfied that such asubcontractor has the necessary competencies and resources to perform the workfalling within the scope of the contract safely. Such a subcontract shall require thatthe subcontractor shall:

a) shall co-operate with the contractor as far as is necessary to enable both thecontractor and sub-contractor to comply with the provisions of the Act; and

b) as far as is reasonably practicable, promptly provide the contractor with anyinformation which might affect the health and safety of any person at workcarrying out work or any person who might be affected by the work of such aperson at work or which might justify a review of the health and safety plan.

4.6.2 The contractor shall provide any sub-contractor who is submitting a tender orappointed to perform a sub-contract falling within the scope of the contract, with therelevant sections of this specification and associated specification data which mightbe pertinent to the sub-contract.

4.6.3 The contractor shall take reasonable steps as are necessary to ensure:


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a) co-operation between all sub-contractors to enable each of those sub-contractors to comply with the requirements of the Act and associatedregulations; and

b) that each sub-contractor’s health and safety plan is implemented.

4.6.4 The contractor shall conduct periodic audits for compliance with the approvedhealth and safety plan of each and every sub-contractor working on the site atintervals agreed upon with such contractors, but at least once per month.

4.6.5 The contractor shall stop any contractor from executing construction work which isnot in accordance with the contractor’s or subcontractor’s health and safety plan forthe site or which poses a threat to the health and safety of persons.

4.6.6 The contractor shall ensure that where changes to the works occur, sufficienthealth and safety information and appropriate resources are made available to thesubcontractor to execute the work safely.

4.6.7 The contractor shall ensure that:

a) every subcontractor is registered and in good standing with the compensationfund or with a licensed compensation insurer prior to work commencing on site;

b) potential subcontractors submitting tenders have made provision for the cost ofhealth and safety measures during the construction process; and

c) every subcontractor has in place a documented health and safety plan prior tocommencing any work on site which falls within the scope of the contract.

4.6.8 The contractor shall receive, discuss and approve health and safety planssubmitted by subcontractors.

4.6.9 The contractor shall ensure that all subcontractors are informed regarding anyhazard as stipulated in the risk assessment before any work commences, andthereafter at such times as may be determined in the risk assessment.

4.6.10 The contractor shall reasonably satisfy himself that all employees of subcontractorsare informed, instructed and trained by a competent person regarding any hazardand the related work procedures before any work commences, and thereafter atsuch times as may be determined in the risk assessment.

The contractor shall satisfy himself and ensure that all subcontractor employeesdeployed in the site are:

a) informed, instructed and trained by a competent person regarding any hazardand the related work procedures before any work commences, and thereafterat such times as may be determined in the risk assessment; and

b) issued with proof of health and safety induction training issued by a competentperson and carry proof such induction when working on site.

4.7 Reporting of incidents

The contractor shall notify the employer’s representative of any incident as soon aspossible after it has occurred and report such incidence to an inspector.


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4.8 Administration

4.8.1 Notification of intention to commence construction work

The contractor shall notify the Provincial Director of Labour in writing using a formsimilar to that contained in Annexure A of the Construction Regulations issued interms of the Act before construction work commences and retain a copy of suchnotification in the health and safety file where such work:

involves the demolition of a structure exceeding a height of 3m;

involves the use of explosives to perform construction work;

involves the dismantling of fixed plant at a height greater than 3m;

exceeds 30 days or will involve more than 300-person days of construction work;and includes:

i) excavation work deeper than 1m; orii) working at a height greater than 3 m above ground or a landing.

4.8.2 Health and safety file

4.8.2.1 The contractor shall maintain on site a health and safety file on site whichcontains copies of the following, as relevant:

a) the notification made to the Provincial Director of Labour in terms of4.4.1;

b) the letters of appointment of health and safety representatives;

c) the minutes of all health and safety meetings;

d) a comprehensive and updated list of all the subcontractors(nominated, selected or domestic) employed on site by the contractor,indicating the type of work being performed by such sub-contractors;

e) a copy of each and every subcontract agreement;

f) the contractor’s health and safety plan;

g) the health and safety plans of all the contractor’s subcontractors whoare required to provide such plans;

h) the recommendations made to the contractor by the health and safetycommittee referred to in 4.2.3

i) any report made to an inspector by the health and safety committeereferred to in 4.2.3; and

j) the findings of all audit reports made regarding the implementation ofthe contractor’s or a subcontractor’s health and safety plan;


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k) proof that the contractor and every subcontractor is registered and ingood standing with the compensation fund or with a licensedcompensation insurer;

l) the inputs of the safety officer, if any, into the health and safety plan;

m) a copy of risk assessments made by competent persons;

n) details of induction training conducted whenever it is conducted;

o) proof of all subcontractor’s induction training whenever it isconducted;

p) letters of appointments for competent persons to supervise prescribedactivities;

q) proof of the following where suspended platforms are used:

i) a certificate of system design issued by a professional engineerprofessional certificated engineer or a professional engineeringtechnologist;

ii) proof of competency of erectors;

iii) proof of compliance of operational design calculations withrequirements of the system design certificate;

iv) proof of performance test results;

v) sketches indicating the completed system with the operationalloading capacity of the platform;

vi) procedures for and records of inspections having been carried out;

vii) procedures for and records of maintenance work having beencarried out;

viii) proof that the prescribed documentation has been forwarded tothe provincial director;

r) records of the register of inspections made by a competent personimmediately before and during the placement of concrete or any otherload on formwork; and

s) the names of the first aiders on site and copies of the first aidcertificates of competency.

4.8.2.2 The health and safety file shall be made available for inspection by anyinspector, subcontractor, employer’s representative, employer’s agent,health and safety representative or employee of the contractor upon therequest of such persons.

4.8.2.3 The contractor shall hand over the health and safety file to the employerupon completion of the contract together with a record of all drawings,designs, materials used and other similar information concerning thecompleted structure.


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4.9 First aid, emergency equipment and procedures

The contractor shall where more than five employees are employed at aworkplace, provide a first aid box or boxes at or near the workplace which shall beavailable and accessible for the treatment of injured persons at that workplace.Such first aid boxes shall contain suitable first aid equipment.

The contractor shall ensure that where there are more than 10 employeesemployed on the site that for every group of up to 50 employees at that workplace,at least one person is readily available during normal working hours, who is inpossession of a valid certificate of competency in first aid.


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PART C4: SITE INFORMATION

1.1 Architectural and Engineering Drawings (Refer to online attachment)1.2 Electronic BOQ (Refer to online attachment)1.3 Health and Safety Plan (Refer to online attachment )1.4 Geotechnical Report (Refer to online attachment )