building agreement and preliminaries · 2017-01-30 · under section c of this preliminaries bill...

CONTRACT NO. DEMS - 01 -2017APPOINTMENT OF A CONTRACTOR FOR THE CONSTRUCTION OF A

FIRE STATION IN OLIFANTSFONTEIN

Item Quantity Rate AmountNo

SECTION 1

BILL NO. 1

PRELIMINARIES

BUILDING AGREEMENT AND PRELIMINARIES

The agreement is to be the Form of Offer and Acceptance(Agreement) Part C 1.1 of bid document

and

The J B C C Principal Building Agreement (March 2014 Edition6.1) prepared by the Joint Building Contracts Committee shallbe the applicable building agreement, amended as hereinafterdescribed

The JBCC Principal Building Agreement contract data form anintegral part of this agreement

The Preliminaries published by the Association of South AfricanQuantity Surveyors for use with the JBCC Principal BuildingAgreement Edition 6.1 March 2014 shall be deemed to beincorporated in these bills of quantities, amended ashereinafter described

The contractor is deemed to have referred to theabovementioned documents for the full intent and meaning ofeach clause

The clauses in the abovementioned documents are hereinafterreferred to by clause number and heading only

Where any item is not relevant to this agreement such item ismarked N/A signifying "not applicable"

Where standard clauses or alternatives are not entirelyapplicable to this agreement such amendments, modifications,corrections or supplements as will apply are given under eachrelevant clause heading and such amendments, modifications,corrections or supplements shall take precedencenotwithstanding anything to the contrary contained in theabovementioned documents

Carried to Collection R SECTION NO. 1: PRELIMINARIESPRELIMINARIES

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PREAMBLES FOR TRADES

The Model Preambles for Trades 2008 as published by theAssociation of South African Quantity Surveyors shall bedeemed to be incorporated in these bills of quantities and noclaims arising from brevity of description of items fullydescribed in the said Model Preambles will be entertained

Supplementary preambles and/or specifications areincorporated in these bills of quantities to satisfy therequirements of this project. Such supplementary preamblesand/or specifications shall take precedence over the provisionsof the Model Preambles

The contractor's prices for all items throughout these bills ofquantities shall take account of and include for all of theobligations, requirements and specifications given in the ModelPreambles and in any supplementary preambles and/orspecifications

STRUCTURE OF THIS PRELIMINARIES BILL

Section A : A recital of the headings of the individual clauses of the aforementioned JBCC Principal Building Agreement

Section B : A recital of the headings of the individual clauses of the aforementioned Preliminaries document

Section C : Any special clauses to meet the particular circumstances of the project

PRICING OF PRELIMINARIES

Should the contractor select Option A or where option isprescribed in the contract data for the adjustment ofpreliminaries, the amounts entered against the relevant itemsin these preliminaries are to be divided into one or more of thethree categories provided namely fixed (F), value related (V)and time related (T)

SECTION A: PRINCIPAL BUILDING AGREEMENT

Interpretation (A1-A7)

1 Clause 1.0 - Definitions and interpretation

Definition of agreement


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The definition of agreement is replaced with the followingdefinition :

AGREEMENT : The Form of Offer and Acceptance(Agreement) (Part C.1) and the JBCC Principal BuildingAgreement, the completed JBCC PBA contract data, thecontract drawings, the priced documents and any otherdocuments introduced to in writing and signed by the parties"

Pricing of bills of quantities

The contractor is to allow opposite each item for all costs inconnection therewith. All prices to include, unless otherwisestated, for all materials, fabrication, conveyance and delivery,unloading, storing, unpacking, hoisting, labour, setting, fittingand fixing in position, cutting and waste (except where to bemeasured in accordance with the standard system ofmeasurement), patterns, models and templates, plant,temporary works, returning of packaging, duties, taxes (otherthan Value Added Tax), imposts, establishment charges,overheads, profit and all other obligations arising out of thisagreement. Value Added Tax (VAT) is to be separately statedon the summary page of these bills of quantities

Items left unpriced will be deemed to be covered in pricesagainst other items throughout these bills of quantities and noclaim for any extras arising out of the contractor's omission toprice any item will be entertained

Prices for all construction equipment, temporary works,services and other items shall include for the supply,maintenance, operating cost and subsequent removal andmaking good as necessary

Abbreviated descriptions

The items in these bills of quantities utilise abbreviateddescriptions. It is the intention that the abbreviated descriptionsbe fully described when read with the applicable measuringsystem and the relevant preambles and/or specifications.However, should the full intent and meaning of any descriptionnot be clear, the contractor shall, before submission of histender, call for a written directive from the principal agent,failing which it shall be assumed that the contractor hasallowed in his pricing for materials and workmanship in terms oflocal and international best practice

Legal status of contractor


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If the contractor constitutes a joint venture, consortium orother unincorporated grouping of two or more persons then:

1. These persons are deemed to be jointly and severallyliable to the employer for the performance of thisagreement

2. These persons shall notify the employer of their leaderwho has authority to bind the contractor and each ofthese persons

3. The contractor shall not alter its composition or legalstatus without the prior written consent of the employer

Errata by JBCC

Omit from definition of construction period the words :"excluding annual holiday periods"Omit from definition of preliminaries the word : "priced"

F:............................. V:............................ T:............................ Item

2 Clause 2.0 - Law, regulations and notices

The above clause shall be deemed to be extended asfollow

Health and safety

Without limiting the generality of the provisions of clause 2.0,the contractor's attention is drawn to the provisions ofConstruction Regulations 2014 issued in terms of theOccupational Health and Safety Act, 1993. It is specificallystated that the employer shall prepare a documented healthand safety specification for the works and that the employershall ensure that the contractor has made provision for thecost of health and safety measures during the execution of theworks. The contractor shall price opposite this item forcompliance with the act and the regulations and the reasonableprovisions of the aforementioned health and safety specification[2.1]

Health and safety


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Without limiting the generality of the provisions of clause 2.0,the contractor's attention is drawn to the provisions ofConstruction Regulations 2014 issued in terms of theOccupational Health and Safety Act, 1993. It is specificallystated that the employer shall prepare a documented healthand safety specification for the works (refer to Annexure 2014for a copy of the relevant specification) and that the employershall ensure that the contractor has made provision for thecost of health and safety measures during the execution of theworks. The contractor shall the item for compliance with theact and the regulations and the provisions of theaforementioned health and safety specification as describedunder section C of this Preliminaries bill [2.1]

The contractor shall:

1. Comply with the health and safety specification for theworks

2. Prepare and agree with the health and safetyconsultant the health and safety plan for the works

3. Co-operate with the health and safety consultant in allrespects

4. Manage the compliance of all subcontractors with theregulations and with the health and safety plan andspecification

5. Conform to the conditions contained in the employer'shealth and safety specification

F:............................V:.............................T:....................

3 Clause 3.0 - Offer and acceptance

F:............................. V:............................ T:............................Item

4 Clause 4.0 - Assignment and cession

F:............................. V:............................ T:............................ Item

5 Clause 5.0 - Contract documents

Value Added Tax

Provision is made in the summary page of these bills ofquantities for the inclusion of Value Added Tax (VAT)


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Contract drawings

The contract drawings are as listed on the contents page ofthe bills of quantities [5.1]

Priced document as specification

The principal agent shall decide which portion of the priceddocument may be used as a specification of materials andgoods or methods, if any

Electronic issue of drawings

All drawings for this project will be issued electronically and thecontractor shall be deemed to have received such drawings onthe date that such drawings have been dispatchedelectronically [5.5]

Precedence

Clause 5.6 is deemed to be deleted. The provisions of this BillNo. 1 (Preliminaries) shall take precedence over any otherdocuments which constitute this agreement [5.6]

F:............................. V:............................ T:............................ Item

6 Clause 6.0 - Employer's agents

Delegated authority

The authority of the principal agent to issue contractinstructions and perform duties for specific aspects of theworks is delegated to agents as follows [6.2]

Architect

1.1 Duties :

The architect is responsible for the architectural design,functional design and quality inspection of the works

1.2 Contract instructions [17.0] :

1.2.1 Rectification of discrepancies, errors in descriptions oromissions in contract documents other than thisagreement


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1.2.2 Alteration to design, standards or quantity of the worksprovided that such contract instructions shall notsubstantially change the scope of the works

1.2.3 The site [13.2.4]

1.2.4 Compliance with the law, regulations and bylaws [2.1]

1.2.5 Provision and testing of samples of materials andgoods, of finishes and assemblies of elements of theworks

1.2.6 Opening up of work for inspection, removal orre-execution

1.2.7 Removal or re-execution of work

1.2.8 Removal or substitution of any materials and goods

1.2.9 Protection of the works

1.2.10 Making good physical loss and repairing damage tothe works [8.0]

1.2.11 Rectification of defects [21.2]

1.2.12 A list for practical completion specifying outstandingor defective work to be rectified to achieve practicalcompletion and a list for completion and a list forfinal completion specifying outstanding or defectivework to be rectified to achieve final completion

1.2.13 Expenditure of budgetary allowances, prime costamounts and provisional sums

1.2.14 Appointment of a subcontractor [14.0; 15.0]

1.2.15 Termination of a nominated n/s subcontractagreement [27.2.8]

1.2.16 Work by (a) direct contractor(s) [16.0]

1.2.17 Access by other or previous contractors to remedydefective work

1.2.18 Removal from the site of any person employed on theworks

1.2.19 Removal from the site of any person not engaged onor connected with the works


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1.2.20 On termination, protection of the works, removal ofconstruction equipment and surplus materials andgoods [29.0]

2. Quantity surveyor

2.1 Duties :

The quantity surveyor is responsible for all measurements,valuations, financial assessments and all other quantitysurveying and cost control functions of the works




2.2.3 The site [13.2.4]











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3. Civil and structural engineer

3.1 Duties :

The civil and structural engineer is responsible for all aspects ofcivil and structural engineering design and quality inspection ofthe works




3.2.3 The site [13.2.4]




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4. Mechanical engineer


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4.1 Duties :

The mechanical engineer is responsible for all aspects ofmechanical engineering design and quality inspection of theworks ?and, where appointed by the employer for quantitysurveying services in respect of the mechanical installations, forall measurements, valuations, financial assessments and allother quantity surveying and cost control functions?




4.2.3 The site [13.2.4]












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5. Electrical engineer

5.1 Duties :

The electrical engineer is responsible for all aspects ofelectrical engineering design and quality inspection of theworks and, where appointed by the employer for quantitysurveying services in respect of the electrical installations, forall measurements, valuations, financial assessments and allother quantity surveying and cost control functions




5.2.3 The site [13.2.4]




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6. Wet services engineer

6.1 Duties :

The wet services engineer is responsible for all the aspects ofwet services engineering design and quality inspection of theworks


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6.2.3 The site [13.2.4]
















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7. Fire consultant

7.1 Duties :

The fire consultant is responsible for all aspects of rational firedesign and quality inspection of the works




7.2.3 The site [13.2.4]










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8. Health and safety consultant

8.1 Duties :

The health and safety consultant is responsible for all aspectsof health and safety of the works. Without derogating from thegenerality thereof, the health and safety consultant will performthe following specific functions and duties in respect of thehealth and safety aspects of the works:

8.1.1 Act as the employer's agent in terms of ConstructionRegulations issued in terms of the Occupational Healthand Safety Act,1993

8.1.2 Prepare and update the health and safety specificationfor the works

8.1.3 Agree with the contractor the health and safety planfor the works


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8.1.4 Carry out regular audits to ensure adherence to thesafety plan and compliance with the Act andRegulations

8.1.5 Stop the execution of the works where the agreedspecification or plan is not adhered to

F:............................. V:............................ T:............................ Item

9. Client site representative

9.1 Duties :

This clause shall be deemed to be added to this agreement

The clients site representative is responsible to report to theClient and Pricipal agent on inter alia;

9.1.1 Compliance with national building regulations

9.1.2 Compliance with all relavant construction regulations

9.1.3 Construction and building quality compliance

F:............................. V:............................ T:............................ Item

7 Clause 7.0 - Design responsibility

F:............................. V:............................ T:............................ Item

Insurance and security (A8-A11)

8 Clause 8.0 - Works risk

F:............................. V:............................ T:............................ Item

9 Clause 9.0 - Indemnities

F:............................. V:............................ T:............................ Item

10 Clause 10.0 - Insurances

F:............................. V:............................ T:............................ Item

11 Clause 11.0 - Security


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Clause 11 (11.1 to 11.2) shall be deemed to replaced by thefollowing;

11.1The security required shall be as described in the biddocument and shall be in the form of cash, a certified cheque ora bank guarantee from a banking institution registered in termsof the Banks Act 1990 (Act No 94 of 1990) or from an insurerregistered in terms of the Insurance Act 1943 (Act No 27 of1943)

11.2 Guarantees will be required as follows

CATERGORY PROJECT VALUE GUARANTEE

A <R500 000 2,5%B R500 001-R1 000 000 5%C R 1 000 001-R2 000 000 7.5%D >R 2 000 000 10%

11.3 The Employer's entitlement to recover expense and loss interms of 27.0 shall take precedence over the reducing of thesurety or proportions thereof

11.4 The parties shall expressly agree that neither theEmployer nor the Contractor shall be entitled to cede the rightsto the surety to any third party and the Employer shall apply thesecurity strictly according to the provisions of this agreement

11.5 Such selected security shall be provided within fourteen(14) calendar days of written acceptance of the contractor'stender

The employer reserves the right to reject a constructionguarantee if, in the opinion of the employer, the guarantor isnot accredited

Clause (11.4 to 11.5)

Security for payment

The employer shall not provide a guarentee for payment to theContractor Clause (11.10)


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Extension of waiver of lien

This clause shall be deemed to be replaced by thefollowing;

The contractor shall wave his lien at signing the contract

The contractor shall ensure that a waiver of lien is included inall subcontracts and that the works executed on the site arekept free of all liens and other encumbrances at all times[11.10]

Execution (A12 - A17)

12 Clause 12.0 - Duties of the parties

Clause 12.1.1 - Ammended clause 11.4 apply

Provisions of clauses 12.1.2 to 12.1.6 and 12.2.18

Refer to the contract data, the Preliminaries document and"Section B : Preliminaries" of this Bill No. 1 with reference to theprovisions of clauses 12.1.2 to 12.1.6 and 12.2.18 of the JBCCPrincipal Building Agreement

Office accommodation

The contractor shall provide, maintain and remove onpractical completion air conditioned office accommodationwith suitable tables and chairs for meetings to be held on thesite. Such offices shall be kept clean and fit for use at all times[12.2.18]

Notice board

The contractor shall erect in a position approved by theprincipal agent, maintain and remove on practicalcompletion a notice board recommended by the South AfricanInstitute of Architects and as approved by the principal agentlisting the names and logos of the employer, the contractor,and the professional consultants. No subcontractor or suppliernotice boards may be erected unless permission is granted bythe principal agent for such notice boards to be erected[12.2.18]

Access to water, sewer, stormwater and electricityconnections


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The employer is not in a position to identify access to water,sewer, stormwater and/or electricity connections to the site asmay be suitable for the execution of the works. The contractoris to allow what he considers to be required and is to qualify histender in detail in this regard, failing which it shall be taken thatthe contractor has allowed what will be required for theexecution of the works. In such case no claims for additionalcost or loss shall be entertained [12.1.5]

Statutory and other notices

The contractor shall submit and/or comply with all statutoryand other notices that may be required by any local or otherauthority in order not to cause any delay to the commencementof the works by the contractor. The contractor shall pay alldeposits or fees in this regard [12.1.6]

It is, however, specifically recorded that the employer shall beresponsible for the timeous approval of building plans by anylocal or other authorities and the payment of any fees orcharges related thereto

13 Clause 13.0 - Setting out

F:............................. V:............................ T:............................ Item

14 Clause 14.0 - Nominated subcontractors

Clause 14.1.4 Reference should read "[17.1.14]"Clause 14.6 Reference should read "[17.1.15; 27.1.8]"Clause 14.7.2 Reference should read "[27.1.8]"Clause 14.7.3 Reference should read "[27.2.8]"

F:............................. V:............................ T:............................ Item

15 Clause 15.0 - Selected subcontractors

Clause 15.2 Reference should read "[17.1.14]"Clause 15.7.2 Reference should read "[27.1.8]"Clause 15.7.3 Reference should read "[27.2.8]"

F:............................. V:............................ T:............................ Item

16 Clause 16.0 - Direct contractors

Attendance on direct contractors

In respect of direct contractors the contractor shall:


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1. Designate an area for the direct contractor toestablish a temporary office and workshop andstorage of equipment and materials

2. Allow the use of personnel welfare facilities, whereprovided

3. Provide water, lighting and single phase electric powerto a position within 50m of the place where the directcontract work is to be carried out, other than fuel orpower for commissioning of any installation

4. Permit the direct contractor to use erectedscaffolding, hoisting facilities, etc provided by thecontractor, in common with others having the likeright, while it remains erected on the site [16.1]

Clause 16.1.3 Reference should read "[26.5]"

F:............................. V:............................ T:............................ Item

17 Clause 17.0 - Contract instructions

Site instructions

Instructions issued on site are to be recorded in a siteinstruction book which is to be supplied and maintained on siteby the contractor

Errata by JBCC

Clause 17.1.3 Reference should read "[13.2.4]"

F:............................. V:............................ T:............................ Item

Completion (A18 - A24)

18 Clause 18.0 - Interim completion

F:............................. V:............................ T:............................ Item

19 Clause 19.0 - Practical completion

F:............................. V:............................ T:............................ Item

20 Clause 20.0 - Sectional completion


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Errata by JBCC

Clause 20.2.2 Reference should read "[21.6.2]"

F:............................. V:............................ T:............................ Item

21 Clause 21.0 - Defects liability period and final completion

Errata by JBCC

Clause 21.1 Delete the word "final" in the second last lineReference should read "[21.6.1]"Clause 21.9 Reference should read "[21.4 ; 21.6.1]"

F:............................. V:............................ T:............................ Item

22 Clause 22.0 - Latent defects liability period

F:............................. V:............................ T:............................ Item

23 Clause 23.0 - Revision of date for practical completion

Substitution of materials and goods

The removal or substitution of any materials and goods whichdo not conform to the specification or the contract drawingsshall not constitute grounds for the extension of theconstruction period nor for the adjustment of the contractvalue [17.1.8, 23.1 & 2]

Errata by JBCC

Clause 23.2 Reference should read "[26.7]"Clause 23.2.1 Reference should read "[12.1.7]"

F:............................. V:............................ T:............................ Item

24 Clause 24.0 - Penalty for late or non-completion

F:............................. V:............................ T:............................ Item

Payment (A25 - A27)

25 Clause 25.0 - Payment


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26 Clause 25.0 shall be deemed to be amended and extended asfollow;

25.16 Retention Fund

25.16.1 The Employer shall withhold from the Contractor tenper cent (10%), with a maximum of five per cent (5%) of allpayments made before the issuing of the certificate of practicalcompletion as a retention fund. No interest is to be paid to theContractor on the retention fund. The retention fund shall beheld by the Employer as a guarantee to the Employer for thecompletion of the contract. 25.16.2 Two fifths (2/5) of the retenion fund shall be paid to theContractor on the issuing of the certificate of practicalcompletion, and two fifths (2/5) on the issuing of the certificateof final completion and the remainder on the issuing of the finalaccount

Notwithstanding this or any other clause, materials and goodsstored off site shall not be included in the amount authorized forpayment unless specifically authorized by the Employer

Materials and goods prematurely on site

Materials and goods brought onto the site prematurely shallnot be authorised for payment [25.3.2]

Materials and goods stored off site

This clause shall be deemed to be ammended as follow

Materials and goods stored off site shall not be authorised forpayment unless procedures in terms of ownership, payment,storage and insurance of such goods has been confirmed toand authorized as such by the Principal Agent [25.3.2]

Contract Price Adjustment

All fluctuations in costs, with the exception of fluctuations in therate of Value Added Tax, shall be adjustable in accordance withCPAP indicies (PO151) base month being month prior toclosing date of bid [25.3.4]


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Prices submitted

Where prices are submitted by the contractor orsubcontractor during the progress of the works in respect ofcontract instructions or in regard to a claim under the termsof this agreement and notwithstanding the fact that such pricesmay be used in an interim payment certificate, there is to beno presumption of acceptance. Should the principal agentwish to accept any such prices prior to the issue of thecertificate of final completion, it shall be in writing (25.3.5)

Errata by JBCC

Clause 25.2 The word : "final" in bold in the second lineClause 25.10.3 Reference should read "[25.13 ; 26.10]"New clause 25.12.4 Add the words : "Terminate the agreement[29.14.7] where the listed options [25.12.1-3] have failed"

F:............................. V:............................ T:............................ Item

27 Clause 26.0 - Adjustment of the contract value and finalaccount

Tenant installations/users requirements delayed

There is a possibility that certain works related to tenantinstallations/users requirements may have to be delayed andmay consequently not be executed prior to practicalcompletion

The employer reserves the right to omit such work withoutcompensation to the contractor for loss of profit or any otherloss which the contractor may suffer as a result of suchomission

Should the contractor be instructed to do so he shall executethis work under the conditions pertaining to this agreement onthe basis that a separate amount for preliminaries appurtenantto this work (if applicable) is agreed to between the contractorand the principal agent and on condition that instruction toproceed with such work is given to him within a period of three(3) calendar months after the date of practical completion o fthe works

Cost of claims

All costs incurred by the contractor in the preparation of claimsshall be borne by the contractor. This provision shall notpreclude an adjudicator or an arbitrator appointed in terms ofthis agreement [30.6,7] from making a determination on costs


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The contractor shall review, assess and adjudicate any claimsreceived by him from any subcontractor and thereafter submitsame to the principal agent with a recommendation in order toassist the principal agent in adjudicating the claim [26.6]

Errata by JBCC

Clause 26.4.2 Omit the entire clause and renumber thereafterNew clause 26.4.3 "Other proven or unavoidable costs"

F:............................. V:............................ T:............................ Item

28 Clause 27.0 - Recovery of expense and/or loss

F:............................. V:............................ T:............................ Item

Suspension and termination (A28 - A29)

29 Clause 28.0 - Suspension by the contractor

Errata by JBCC

New clause 28.1.5 and renumber thereafter "Or where anagent has failed to act in terms of this agreement [6.4]Clause 28.2 Replace the word "defect" with "default" in the firstline

F:............................. V:............................ T:............................ Item

30 Clause 29.0 - Termination

Errata by JBCC

Clause 29.1.2 Delete the words : "within the period stated [CD]"

Clause 29.14.1 Change as follows : "Provide or maintain aguarantee for payment......[11.4 - 5]"Clause 29.14.2 Reference should read "[12.1.7]"New clause 29.14.8 "Or where an agent has failed to act interms of this agreement [6.4]"

F:............................. V:............................ T:............................ Item

Dispute resolution

31 Clause 30.0 - Dispute resolution

F:............................. V:............................ T:............................ Item


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AGREEMENT

The required information of the parties and theamount of the contract sum shall be inserted in theagreement for signature of the agreement by theparties following the issue of letter of appointmentby the Employer and compliance thereto by thecontractor

CONTRACT DATA

Before submission of his tender the contractor is to noteand allow in his tender for the items and requirements asset out here after. The contract data shall be inserted in theagreement for signiture of the agreement by the parties

(A) TENDER INFORMATION

A1 Project name:

Construction of a New Fire Station in Olifantsfontein forEkurhuleni Metropolitan Municipality

A2 Works description:

The appointment of a contractor for the construction ofa New Fire Station in Olifantsfontein

A3 Site description:

3.1 Portion 6 of erf 1015 Olifantsfontein

3.2 Local Authority: Ekurhuleni Metropolitan Municipality

3.3 Street Address: Axle Road Olifantsfontein

A4 Employer

4.1 N a m e : E k u r h u l e n i Metropolitan Municipality

4.2 Business: Municipality

4.3 Business Reg No: N/AMunicipality VAT No: 4280193493

4.4 Contact person: Mr X Subiya Tell: 011 999 9428Email:


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4.5 Registered street address: Cnr Cross andRose Streets, Germiston 1400

4.6 Postal Address: Private Bag1 0 6 9 , Germiston1400

4.7 Telephone number: 011 999 6540Fax: 011 999 7193E-mail: www.ekurhuleni.gov.za

A5 - A13 Principal Agent/Agents

Principal agent and agents will be advised byEmployer on award of project

(B) CONTRACT DATA

2.0 Law regulations and notices

2.1/25.15 Law of the Country applicableto the project - South Africa

5.0 Contract documents

5.1 Signed contract documents held by - Employer

5.5 Number of copies of documents issuedfree to the contractor - 3 Copies

Priced Documents

Lump sum priced document - No

Priced Bill of Quantities (BOQ) - Yes

System/Method of measurement - Latest Edition ofStandard System of Measuring Building Work

published by the ASAQS

Contract Documents Comprising

JBCC Principal Building Agreement Ed 6.1 March 2014- A

JBCC PBA Contract Data Ed 6.1 March 2014 - B

Contract Drawings

Will be listed in detail at signing of contract. The


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drawings attached to these Bills are for tenderreference purposes only

6.0 Employers Agents

6.3 Agents in project has no interest other thanprofessional services - Not Applicable

10.0 InsurancesBy the Employer - NoBy the contractor - Yes

Contract works insurance (CWI) ( Including materialand goods temporary works) - Contract sum

Allowances for Professional fees and escalation of theinsured value at 20% of contract sum

Free issue material at new replacement value - NotApplicable

Employer owned surrounding property - Not applicable

Public Liabilty insurance - R 5,000,000.00 each andevery claim

Supplementary insurance (Including CWI extentions -Yes SASRIA

Removal of lateral support insurance - Not Applicable

Policy deductables

Works free issue - 0.1% of insured amount

Employer owned surrounding properties - Notapplicable

Public liability or 0.1% of the insured amount

Supplementary insurance 0.1% of the insured amount

11.0 Security

11.1.1-5 The contractor shal provide aguarentee for construction to

the Employer - Yes

12.0 Duties of the parties/Employer/Site

9.2.7 Alteration and additions to existingpremises - No


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12.1.2 Premises occupied - No

12.1.3 Relevant natural features to beretained relocated/ removed - No

12.1.4 Areas the contractor may not ocupy -No

12.1.5 Utilities connection - location - Asshown on drawings

12.1.6 Statutory and/or other notices to becomplied with by the contractor before possession of sitecan be given. Complience with all

requirements stipulated in biddocumentation

12.1.7 Possession of the site - intended date -within 21 calender days of acceptanceof tender by the employer and compliance thereto by the contractor

12.1.12 Description of free issue by the employer - Not Applicable

14.0 Nominated subcontrators

All subcontractors will be direct subcontractors to the main contractor

16.0 Direct contractors

Employer reserve the right to used i r e c t contractors which will be listed

as such at signing of contract

19/20/24 Practical completion/penalty for late completion

1 9 . 0 Practical completion of the works as a whole -within 21 months from date of site handover,

t h e penalty per calender day R4000.00 (IncludingVAT)

19.0 Practical completion

19.1.1 Items that do not have to be completed toachieve practical completion - Not Applicable


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19.1.1 Criteria to achieve practicle completion - as perconditions of contract

25.0 Payment

25.0 Currency: South Africa Rand

25.2 Issue of regular payment certificates on: 25thday of each month

25.3.2 Materials and goods off site - paid subject to;bid documentation conditions

25.3.4/26.9.5 Contract price adjustment provisions

Contract value adjustmentThe contract value shall be adjusted according to

C P A P , base month being month prior to closing of bid

The formula that will apply for CPAP adjustment is:JBCC series 2000 Contract price adjustment

provisions, latest editionADJUSTMENT FORMULAA=0.85 x V x (Xe/Xo-1)whereA= adjustment0.85= a constant which provides for 15% non

adjustable elementV= the work value in such work group and the valuationperiodXe= the value of the index applicable to such work

group and the valuation periodXo= the value of the index applicable to such work

group for the base month

Alternative indices: N/A

30.0 Dispute resolution

30.6.1 Alternative dispute resolution nominatingbody - JBCC rules for adjudication - Association of

Arbitrators (South Africa)

Changes made to JBCC document-

Refer to Preliminaries Section of bills of quantities for changes which will be applicable to this contract

(C) TENDER CLOSING


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Tender closing: date/ time/ place/ address - As statedin bid documentation

Delivered in electronic format: No - As stated in biddocumentation

Alternative offer concidered: Yes - only if original tendersunmitted - Yes

(D) TENDERERS SELECTION

11.0 Securities

Guarentee for construction

Refer to clause 11.1 to 11.5 for security requirementswich will apply to this contract

Guarentee for Advance Payment Not Applicable to thiscontract -

Guarentee for Payment Not Applicable to this contract

19.0 Contractors holiday period during the constructionperiod

One month - 15 December to 15 January allowed in thecontract period of 21 months

26.0 Payment/ adjustment of preliminaries

Payment of preliminaries Option B -Yes

Adjustment of preliminaries (26.9.4) Option A - Yes

Notes

2. The tender shall remain in full legal force for (120)one hundred and twenty calender days

TENDER SUM COMPILATION

Refer to Bid Documentation - Calculation of bid sum

TENDERER'S DETAILS

Refer to Bid Documentation - Contract data


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SECTION B: PRELIMINARIES

Interpretation (B1)

32 Clause 1.1 - Definitions

F:............................. V:............................ T:............................ Item

33 Clause 1.2 - Interpretation

F:............................. V:............................ T:............................ Item

Documents (B2)

34 Clause 2.1 - Checking of documents

F:............................. V:............................ T:............................ Item

35 Clause 2.2 - Provisional bills of quantities

F:............................V:.........................T:...................... N/A

36 Clause 2.3 - Availability of construction information

Construction information completed

Budgetary allowances and provisional sums

The budgetary allowances and/or provisional sumsallocated for subsequent trades included in this agreement willbe separately procured, based on multiple procurement ofsubcontractors during the construction period

F:............................. V:............................ T:............................ Item

Previous work and adjoining properties (B3)

37 Clause 3.1 - Previous work - dimensional accuracy

F:............................. V:............................ T:............................ N/A


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38 Clause 3.2 - Previous work - defects

F:............................. V:............................ T:............................ N/A

39 Clause 3.3 - Inspection of adjoining properties

F:............................. V:............................ T:............................ N/A

Samples, shop drawings and manufacturer's instructions(B4)

40 Clause 4.1 - Samples of materials

F:............................. V:............................ T:........................... Item

41 Clause 4.2 - Workmanship samples

F:............................. V:............................ T:............................ Item

42 Clause 4.3 - Shop drawings

F:............................. V:............................ T:............................ Item

43 Clause 4.4 - Compliance with manufacturer's instructions

F:............................. V:............................ T:............................ Item

Deposits and fees (B5)

44 Clause 5.1 - Deposits and fees

F:............................. V:............................ T:............................ Item

Temporary services (B6)

45 Clause 6.1 - Water

Option A (6.1.1) applicable

F:............................. V:............................ T:............................ Item

46 Clause 6.2 - Electricity


F:............................. V:............................ T:............................ Item


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47 Clause 6.3 - Ablution and welfare facilities


F:............................. V:............................ T:............................ Item

48 Clause 6.4 - Communication facilities

F:............................. V:............................ T:............................ Item

Prime cost amounts (B7)

49 Clause 7.1 - Responsibility for prime cost amounts

50 F:............................. V:............................ T:............................ Item

Attendance on subcontractors (B8)

51 Clause 8.1 - General attendance

F:............................. V:............................ T:............................ Item

52 Clause 8.2 - Special attendance

F:............................V:................................T:...................................Item

General (B9)

53 Clause 9.1 - Protection of the works

F:............................. V:............................ T:............................ Item

54 Clause 9.2 - Protection/isolation of existing/sectionallyoccupied works

F:............................. V:............................ T:............................ N/A

55 Clause 9.3 - Security of the works

F:............................. V:............................ T:............................ Item

56 Clause 9.4 - Notice before covering work

F:............................. V:............................ T:............................ Item

57 Clause 9.5 - Disturbance

F:............................. V:............................ T:............................ Item


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Clause 9.6 - Environmental disturbance

F:............................. V:............................ T:............................ Item

58 Clause 9.7 - Works cleaning and clearing

F:............................. V:............................ T:............................ Item

59 Clause 9.8 - Vermin

F:............................. V:............................ T:............................ Item

60 Clause 9.9 - Overhand work

F:............................. V:............................ T:............................ Item

Preliminaries schedule (B10)

61 Information for completion of the preliminaries schedule

The Preliminaries schedule contains all Pre-tender variablesreffered to in this document and must be completed in full andincluded in the tender documents

Spacing requiring information must be filled in, shown as 'notapplicable' or deleted. Where insufficient space is provided theinformation should be annexed hereto and cross referenced tothe applicable clause of the Preliminaries schedule. Key crossreference clauses are italicised in [] brackets

10.1 - Provisional bills of quantities [2.2]

The quantities are provisional No

10.2 - Availability of construction information [2.3]

Construction documentation is complete - Yes

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] Not Applicable


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10.6 - Water [6.1]

Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No

10.7 - Electricity [6.2]

Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No

10.8 - Ablution and welfare facilities [6.3]

Option A (by contractor) YesOption B (by employer) No

10.9 - Communication facilities [6.4]

Telephone/ Cell Phone site - YesFax at office - YesE-mail at office - Yes

10.10 - Protection of the works [9.1]

Specific requirements - No

10.11 - Protection/isolation of existing/sectionally occupied works [9.2]

Protection/isolation is required - No

10.12 - Disturbance [9.5]

Specific requirements

All work is to be carried out in such a manner as to cause nounacceptable or unreasonable dust, noise, vibrations, nuisance,inconvenience, annoyance and the like to the public, others,other properties and traffic in so far as they exceed thepermissible limitations set by government legislation or by thelocal authority. Any delays, stoppages and the like arising fromor in order to comply with the above will not constitute groundsfor an adjustment to the construction period o r contractvalue whatsoever

10.13 - Environmental disturbance [9.6]

Specific requirements


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Controlling all forms of pollution

The contractor shall be responsible for and take allprecautions in controlling by whatever means necessary allforms of pollution emanating from the site during theconstruction period due inter alia to noise, artificial light,wind-blown sand, dust, deposits of mud, etc

The contractor is to ensure that all roads which border the siteand is used by the contractor during the execution of theworks are kept clean and free of any dirt or debris caused bythe execution of the works

SECTION C: SPECIFIC PRELIMINARIES

62 Warranties for materials and workmanship

Where warranties for materials and/or workmanship are calledfor, the contractor shall obtain a written warranty, addressed tothe employer, from the entity supplying the materials and/ordoing the work and shall deliver same to the principal agenton the final completion of the contract

The warranty shall state that workmanship, materials andinstallation are warranted for a specific period from the date ofpractical completion and that any defects that may ariseduring the specified period shall be made good at the expenseof the entity supplying the materials and/or doing the work,upon written notice to do so

The warranty will not be enforced if the work is damaged bydefects in the execution of the works, in which case theresponsibility for replacement shall rest entirely with thecontractor

F:............................. V:............................ T:............................ Item

63 Overtime

Should overtime be required to be worked for any reasonwhatsoever, the cost of such overtime is to be borne by thecontractor unless the principal agent has specificallyauthorised, prior to execution thereof, that costs for suchovertime are to be borne by the employer

F:............................. V:............................ T:............................ Item


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64 Co-operation of the contractor for cost management

It is specifically agreed that the contractor accepts theobligation of assisting the principal agent in implementingproper cost management. The contractor will be advised bythe principal agent of all cost management procedures whichwill be implemented to ensure that the contract value does notexceed the budget

F:............................. V:............................ T:............................ Item

65 Overloading

The contractor shall take all necessary steps to ensure that nodamage occurs due to overloading of any portion of the worksor temporary works eg scaffolding, etc. The contractor shallsubmit details of his proposed loading, storage, plant erection,etc to the principal agent for approval prior to proceeding withsuch loading, storing or erecting and shall comply with and payfor the principal agent's requirements in connection with theprovision of temporary support work, etc. Any damage causedto the works by overloading shall be made good by thecontractor at his sole expense

F:............................. V:............................ T:............................ Item

66 Propping of floors below

The contractor is advised that propping of floors below may berequired if he wishes to use any areas of completed suspendedreinforced concrete slabs for vehicle access, storage ofmaterials and goods and location of plant, scaffolding, etc.The location of these areas and any necessary propping shallbe approved by the principal agent and the cost thereof shallbe borne by the contractor

F:............................. V:............................ T:............................ Item

67 Testing of flat roof waterproofing for watertightness

Flat roof waterproof areas shall be prepared with small sanddykes around them of a size and enclosing an area approvedby the principal agent, flooded with water and kept "ponded"for at least forty (40) hours as a test to ensure thewatertightness of the waterproofing and before any furtherconstruction work is carried out above the waterproofing

F:............................. V:............................ T:............................ Item


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68 Testing of windows for watertightness

Each window shall be tested for watertightness with watersprayed on using adeguate pressure. If in the opinion of theprincipal agent, the pressure proves to be ainadequate, thenthe pressure shall be boosted by means of compressed aur orother approved means

F:........................T:.........................V:....................... Item

69 Broad based black economic empowerment (BBBEE)

Tenders submitted will be evaluated taking into account theirempowerment rating

The employer will be monitoring the broad based blackeconomic empowerment (BBBEE) status of the contractorthroughout the execution of the works

The contractor is to submit to the principal agent on anannual basis a schedule of spend, split into vendors engagedas subcontractors and suppliers indicating their BBBEE ratingincluding proof of the said rating

This clause further extended as follows;

A minimum of 30% of the contract value must be utilised inpayment of at least one or more of the following:

(a) Emerging sub-contractors

(b) Emerging suppliers

(c) Local labour

(d) Or similar local labour content as approved by the employer

The contractor is to submit to the principal agent at theaward of the cobtract a schedule of intended expenditureagainstthe goal amount, split into Emerging sub-contractors,Emerging suppliers, Local labour and Local content a sapproved by the Principal Agent.The contractors shall submitproof of such payments to the Principal Agent on a monthlybasis for he duration of the contract.

F:............................. V:............................ T:............................ Item


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70 Advertising rights

The employer may elect to contract with advertising agenciesfor the erection of advertising hoardings, banners, wraps or thelike for the duration of the contract. The contractor shall notprevent such an arrangement and will assist in the facilitation ofsame. Position and type of advertising structure to be agreedwith the principal agent so as not to hinder the contractor inmeeting the obligations under this agreement

F:............................. V:............................ T:............................ Item

71 Confidentiality

The contractor undertakes to maintain in confidence any andall information regarding this project and shall obtainappropriate similar undertakings from all subcontractors andsuppliers. Such information shall not be used in any way exceptin connection with the execution of the works

No information regarding this project shall be published ordisclosed without the prior written consent of the employer

F:............................. V:............................ T:............................ Item

72 Media releases

All rights of publication of articles in the media, together withany advertising relating thereto or in any way connected withthis project, shall vest with the employer

The contractor together with his subcontractors shall not,without the prior written consent of the employer, cause anystatement or advertisement connected with this project to beprinted, screened or aired by the media

F:............................. V:............................ T:............................ Item

73 Proprietary branded products

The contractor shall take delivery of, handle, store, use applyand/or fix all proprietary branded products in strict accordancewith the manufacturers' instruction after consultation with themanufacturer's authorised representative

F:............................. V:............................ T:............................ Item


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74 As build drawings

The position of construction breaks and the extent of individualconcrete pours are to be recorded by the contractor on thestructural engineer's drawings and are to be submitted to theprincipal agent and the structural engineer for their records.

F:............................. V:............................ T:............................ Item

75 Site instructions

Site instructions issued on site are to be recorded in triplicate ina site instruction book which is to be maintained on site by thecontractor

F:............................. V:............................ T:............................ Item

76 Labour record

At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number and description of tradesmen and labourersemployed by him and all subcontractors on the works each day.

F:............................. V:............................ T:............................ Item

77 Plant record

At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number, type and capacity of all plant, excluding hand tools,currently used on the works.

F:............................. V:............................ T:............................ Item

78 Non cession of monies

The contractor shall not cede nor assign his rights or claims toany monies due or to become due under this contract

F:............................. V:............................ T:............................ Item


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79 Occupational health and safety act - section 37(2)

The tenderers attention is drawn to the fact that theOccupational Health and Safety Act (Act 85 of 1993) andConstruction Regulations 2014 is in force. Copies of the Act areavailable from the Government Printing Works, 149 BosmanStreet, Pretoria (Private Bag X85, Pretoria, 0001, Tel No. (012)334-4500).

Tenderers are expected to be fully aquainted with therequirements of the Act.

A pro-forma "Agreement in terms of the Occupational Healthand Safety Act - Part C 1.4" is included in these bid documents.Tenderers are advised to study this pro-forma in order to makethemselves fully conversant with the requirements andresponsibilities of the Act and the Municipality.

Tenderers are to provide for the above-mentioned requirementsand to allow for all cost implications regarding the aboveincluding risk assesment, safety plan and monitoring system forthe duration of the contract.

F:............................. V:............................ T:............................ Item

80 Community employement and smme involvement

The building and related projects of the EMM shall be labourintensive and shall promote community employment in theexecution of the contract resulting from this tender.Furthermore, it shall contribute to the development of SME's(Small and Medium Enterprises) especially from previouslydisadvantaged communities

Local labour

It is an explicit condition of this contract that only personsnormally resident in the locality of the works (Local labour) maybe employed on the contract. Provided however, that shouldadequate and appropriate labour not be available within thelocality, other labour may be employed, subject to the approvalof the Principal/Agent and satisfactory proof being provided thatevery reasonable endeavour has been made, to employ labourfrom the immediate locality. The contractors shall identify thelocal community leaders, with the purpose of negotiating withthem, regarding the utilisation of local labour in the constructionprocess. In this regard, the Contractor shall futhermore givepreference, where possible, to the employment of single headsof households, women, youth and disabled persons. TheContractor shall in general, maximize the involvement of thelocal community


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F:.................... V:.................... T:.................... Item

81 Specific goal participation

Tenderers should note that this project is subject to themaximum utilization of women, youth and disabled andpreference will be given as such and also monitored during theconstruction stage. Details of the tenderers proposals in thisregard is to be provided before commencement of the worksand data forms to be completed by the contractor

F:.................... V:.................... T:.................... Item

82 Labour intensive working methods

Tenderers should note that this project is subject to the use oflabour intensive construction methods, e.g. excavations, filling,etc to be done by hand. Details of the tenderers proposals inthis regard is to be provided before commencement of the workby the contractor for approval by the Pricipal Agent

F:.................... V:.................... T:.................... Item

83 Non accredited training

Tenderers are to note that non accredited training (i.e. on sitetraining is to be provided during the construction period).Details of the tenderer's proposals in this regard is to beprovided before commencement of the works by the contractorfor approval by the Principal Agent

F:.................... V:.................... T:.................... Item

SUMMARY OF CATEGORIES

Category : Fixed R........................................

Category : Value R........................................

Category : Time R........................................


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SECTION 2

BUILDING WORK

BILL NO 1

PILING (PROVISIONAL)

NOTE:

For Preambles see the Model Preambles for Trades 2008edition published by the Association of South African QuantitySurveyors

NOTE:

Refer to Engineer's piling report as attached.

SUPPLEMENTARY PREAMBLES

Indemnity

The Contractor shall take full responsibility for piling work andshall guarantee that piling work will support the calculated loadslaid down by the Engineer without injurious settlement. Theactual length shall be determined on site by the contractor inconsultation with the Engineer who will give all assistancepossible. This does not in any way relieve the contractor of hisresponsibility or obligation to provide the specified guarantee.

The contractor shall indemnify the Employer against any injuryto or death of any person and all loss or damage to allstructures resulting from failure of any pile. In the event of thefailure of a pile the contractor shall make good such pile and allconsequent damage at his own expense.

The Contractor shall insure by means of a policy, approved bythe Pricipal Agent, against risks arising out of theresponsibilities , gurantees and indemnities specified. thecontractor shall pay all premiums in respect of this insurancepolicy. The guarantee shall be for the amount and effectiveperiod as stated hereafter in this bill.

Carried to Collection R SECTION NO. 2: BUILDING WORKPILING

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Scope of the work

The work comprises the installation of 67 piles. The Contractoris referred to drawing No 701/SL/001issued together with thesebills of quantities in order to aquaint himself fully with the natureand scope of the work.

Piles are to be installed subsequent to the site being excavatedor filled to the correct levels.

Drilling

Classification of material

"Hard rock" shall mean granite, quartzitic sandstone or otherrock of similar hardness, the removal of which would normallyrequire drilling, wedging and splitting or the use of explosives.

"Soft rock" shall mean hard material the removal of whichwarrants the use of pneumatic tools and includes hard shale,ferricite, compact ouklip and material of similar hardness

"Earth" shall mean ground other than that classified as "hardrock" and shall include made - up ground and loose stones orpieces of concrete not exceeding 0.03m3 in volume as well ashard material the removal of which would normally warrant theuse of pneumatic tools and which includes hard shale, ferricite,compact ouklip and material of similar hardness

GURANTEES AND INSURANCE

1 Insurance policy against claims arising from the installation ofpiling up to a limit of R 5 000 000.00 per claim with no limit onthe number of claims that may occur and effective for a periodof 5 years from the date of completion of the contract. Item

ESTABLISHMENT

2 Transporting to and establishment on site of necessary plant forthe execution of the work and removal thereof on completion.

Item

3 Setting up plant at pile position. No 67

DRILLING


C 2 . 2 - 4 8



Drilling exceeding 25m and not excceding 30m deep inearth below ground level

4 Shafts suitable for 450mm diameter piles (In No. 67 piles) m 210

5 Shafts suitable for 600mm diameter piles (In No. 67 piles) m 1,800

6 700mm Diameter expanded bulb at bottom of 450mm diameterpile No 7

7 900mm Diameter expanded bulb at bottom of 600mm diameterpile No 60

Drilling in strata of a more difficult character

8 Extra over drilling in earth for drilling in soft rock m3 20

9 Extra over drilling in earth for drilling in hard rock m3 50

Extra over drilling for carting away

10 Surplus material from pile shafts etc and/or stock piles on siteto a dumping site to be located by the contractor m3 553

Casings

11 Permanent casings to 450mm diameter pile shafts to preventcollapse of excavations, ingress of water, etc (in 3m lenghts) m 21

12 Permanent casings to 600mm diameter pile shafts to preventcollapse of excavations, ingress of water, etc (in 3m lenghts) m 180

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavation in earth not exceeding 2m deep

13 Pile caps m3 4

Extra over trench and hole excavations in earth forexcavation in

14 Soft rock m3 2

15 Hard rock m3 1

Extra over all excavations for carting away

16 Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m3 4


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30MPa/20mm Concrete

17 Piles m3 553

18 Pile caps m3 61

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a woodfloat

19 Top of pile caps m2 53

TEST BLOCKS

20 Making and testing 150 x 150 x 150mm concrete strength testcubes (Provisional) No 201

ROUGH FORMWORK (DEGREE OF ACCURACYIII)

Formwork

21 Sides of pile caps m2 276

REINFORCEMENT (PROVISIONAL)

Mild steel reinforcement in continuous flight auger piles

22 8mm Diameter bars t 4.00

23 10mm Diameter bars in lengths exceeding 25m and notexceeding 30m t 20.00

High tensile steel reinforcement in continuous flight augerpiles

24 10 - 16mm Diameter bars t 7.00

25 12 - 25mm Diameter bars in lengths exceeding 25m and notexceeding 30m t 80.00

EXPOSING PILES FOR INSPECTION

26 Exposing pile for inspection including excavation 1m deep inearth and backfilling No 67

TRIMMING

27 Trimming 450mm diameter pile cap No 7


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28 Trimming 600mm diameter pile cap No 60


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COLLECTION

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SECTION 2

BILL NO 2

EARTHWORKS (PROVISIONAL)

NOTE:



Nature of ground

Descriptions of excavations shall be deemed to include allground conditions classifiable as "earth" and where conditionsof a more difficult character are indicated these are separatelymeasured

Carting away of excavated material

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavation in earth not exceeding 2m deep

1 Ground beams m3 208

2 Trenches to yard and boundary walls m3 135

3 Trenches to retaining walls m3 90

4 Trenches to cable ducts m3 11

5 Light box holes m3 3

6 Holes m3 4

7 Holes for bases carports m3 7

8 Water tank bases holes m3 8

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Extra over trench and hole excavations in earth forexcavation in

9 Soft rock m3 46

10 Hard rock m3 25


11 Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m3 397

Risk of collapse of excavations

12 Sides of ground beams not exceeding 1,5m deep m2 1,138

13 Sides of trench and hole excavations not exceeding 1,5m deepm2 118

14 Sides of trench and hole excavations not exceeding 1,5m deepto yard walls and boundary walls, etc

m2 450

15 Sides of trench and hole excavations not exceeding 1,5m deepto retaining walls, etc

m2 300

Compaction of surfaces

16 Compaction of ground surface under floors, etc.includingshaping and scarifying for a depth of 150mm, breaking downoversize material, adding suitable material where neccessaryand compacting to 90% Mod AASHTO density m2 1,619

Keeping excavations free of water

17 Keeping excavations free of water Item

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 93% ModAASHTO density

18 Backfilling to trenches, holes, etc m3 2

19 Backfilling to trenches, holes, etc to yard walls and boundarywalls m3 41

20 Backfilling to trenches, holes, etc to retaining walls, etcm3 26


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Earth filling supplied by the contractor (G6 material) andcompacted to 95% Mod AASHTO density

21 150mm Thick layer under floors m2 1,619

Protection against termites

22 Poisoining to bottoms and sides of ground beams m2 1,354

23 Poisoning surface of ground or filling under apron paving,steps, etc. including raking out 75mm deep V-shaped channelsagainst the walls, etc. treating with poison solution, backfillingand ramming m2 630

Prescribed density tests on filling

24 "Modified AASHTO Density" test No 10


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SECTION 2

BILL NO 3

CONCRETE, FORMWORK ANDREINFORCEMENT

NOTE:



Cost of tests

The costs of making, storing and testing of concrete test cubesas required under clause 7 "Tests" of SABS 1200 G shallinclude the cost of providing cube moulds necessary for thepurpose, for testing costs and for submitting reports on thetests to the architect. The testing shall be undertaken by anindependent firm or institution nominated by the contractor tothe approval of the architect. (Test cubes are measuredseparately)

Breeze concrete

Breeze concrete shall consist of twelve parts clean dry furnaceash, free from coal or other foreign matter, to one part cement(12:1), the ash graded up to particles which will pass a 16,5mmring from a minimum which fails to pass a 4,75mm mesh. Thefiner materials from the screening are to be first mixed with thecement into a mortar and the ash added afterwards andthoroughly incorporated

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Formwork

Descriptions of formwork shall be deemed to include use andwaste only (except where described as "left in" or "permanent"),for fitting together in the required forms, wedging, plumbing andfixing to true angles and surfaces as necessary to ensure easyrelease during stripping and for reconditioning as necessarybefore re-use.

The vertical strutting shall be carried down to such constructionas is sufficiently strong to afford the required support withoutdamage and shall remain in position until the newly constructedwork is able to support itself.

Formwork to soffits of solid slabs etc shall be deemed to be toslabs not exceeding 250mm thick unless otherwise described

Formwork to sides of bases, pile caps, ground beams, etc willonly be measured where it is prescribed by the engineer fordesign reasons. Formwork necessitated by irregularity orcollapse of excavated faces will not be measured and the costthereof shall be deemed to be included in the allowance fortaking the risk of collapse of the sides of the excavations,provision for which is made in "Earthworks"

UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

15MPa/20mm Concrete

1 Strip footings to yard walls and boundary walls m3 67

2 In sides and bottoms of cable ducts m3 4

3 Carport bases m3 7

REINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

25MPa/20mm Concrete

4 Surface beds cast in panels on waterproofing (elsewheremeasured) m3 340

5 Surface beds cast in panels on waterproofing (elsewheremeasured) (helipad, basketball court) m3 192


C 2 . 2 - 5 8



6 Slabs over oil seperator m3 1

7 Generator base m3 8

8 Apron paving cast in panels on waterproofing (elsewheremeasured) m3 63

9 Ramps m3 36

10 Strip footings to retaining walls m3 45

30MPa/20mm Concrete

11 Ground beams m3 208

12 Bases m3 4

13 Water tank bases m3 5

14 Stub columns m3 2

15 Water tank stub columns m3 2

16 Light box bases m3 3

Sundries

17 Thickening out 150mm thick ramp at edge to 300mm x 230mmwide including all neccessary excavation, formwork, etc

m 72

REINFORCED CONCRETE

30MPa/20mm Concrete

18 Slabs m3 40

19 Counter slabs m3 1

20 Balustrade wall circular on plan m3 3

21 Ring beams m3 120

22 Isolated ring beams m3 3

23 Circular ring beams m3 7

24 Ring beams to raking gable ends m3 4

25 Columns m3 51


C 2 . 2 - 5 9



26 Circular columns m3 1

27 Slanting columns m3 4

28 Walls circular on plan m3 16

29 Spiral stairs and landings m3 3

30 Retaining walls m3 94

40MPa non-shrink grout

31 Bedding approximately 40mm thick under base plate includingchamfered edges all round m2 7

TEST BLOCKS

32 Making and testing 150 x 150 x 150mm concrete strength testcubes (Provisional) No 150

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a powerfloat to receive paint

33 Surface beds m2 650

Finishing top surfaces of concrete smooth with a woodfloat

34 Surface beds to helipad and basketball courts m2 966

35 Surface beds to falls m2 656

36 Apron paving m2 630

37 Ramps to falls m2 238

38 Slab over oil seperator m2 5

39 Generator base m2 30

40 Top of balustrade wall m2 3

41 Top of water tank stub columns m2 3

42 Top of cable duct walls not exceeding 300mm wide m 23

ROUGH FORMWORK (DEGREE OF ACCURACYIII)


C 2 . 2 - 6 0



Rough formwork to sides

43 Light box bases m2 9

44 Stub columns m2 17

45 Ring beams m2 702

46 Ring beams circular on plan m2 60


48 Square or rectangular columns not exceeding 3.5m high m2 219

49 Square or rectangular columns set slanting at angle notexceeding 3.5m high m2 58

50 Square or rectangular columns exceeding 3.5m high and notexceeding 5m high m2 351

51 Walls circular on plan exceeding not exceeding 3.5m high m2 36

52 Walls circular on plan exceeding 5m high and not exceeding6.5m high m2 102

53 Retaining walls m2 750

54 Cable duct walls m2 20

55 Balustrade wall circular on plan and slanting at 17 degrees m2 28

56 Edge of slab not exceeding 300mm high or wide m 1

57 Edge of counter slab not exceeding 300mm high or wide m 20

58 Edge of slab circular on plan not exceeding 300mm high orwide m 12

59 Edge of wall not exceeding 300mm wide m 24

60 Edge of balustrade wall not exceeding 300mm wide m 2

61 Sloping and stepped outer edges of spiral stairs circular on plan380mm high extreme m 46

62 Edges, risers, ends and reveals of generator floor base notexceeding 300mm high or wide m 24

63 Edges, risers, ends and reveals of ramp not exceeding 300mmhigh or wide m 72


C 2 . 2 - 6 1



64 Edges, risers, ends and reveals of spiral staircase notexceeding 300mm high or wide m 57

65 Edges of surface bed not exceeding 300mm high or wide m 334

66 Edges of surface bed not exceeding 300mm high or wide tohelipad and basketball court m 181

Smooth formwork to sides

67 Water tank stub columns m2 10

Rough formwork to circular columns

68 500mm Diameter column 6.38m high No 1

Rough formwork to soffits

69 Slabs m2 69

70 Entrance slabs m2 64

71 Counter slabs m2 8

72 Soffits of slab circular on plan exceeding 5m and not exceeding6m high m2 46

73 Raking soffits of spiral stairs exceeding 4.5m and notexceeding 6m high m2 23

74 Ring beams m2 50

75 Soffits of circular walls not exceeding 300mm wide m 8

Boxing in rough formwork to form

76 25 x 25mm Extreme chamfer splayed edge in sides and alongtop of cable duct walls m 46

77 25 x 25mm Extreme chamfer splayed edge in sides and alongtop of water tank stub column m 26

78 50mm Diamter hole in 150mm cable duct wall No 1

79 To form 200 x 200mm opening in 150mm thick worktop slab No 2

80 To form 1000mm diameter skylight opening in 280mm thickslab No 1

MOVEMENT JOINTS ETC


C 2 . 2 - 6 2



Two layers of 375 micron dpc as slip jointsbetween horizontal concrete and brick surfacesincluding cement mortar bed

81 Not exceeding 300mm wide m 35

Expansion joints with 10mm bitumen impregnatedsoftboard between vertical concrete and/or brick surfaces

82 Not exceeding 300mm high (ramps) m 74

Expansion joints with 20mm bitumen impregnatedsoftboard between vertical concrete and brick surfaces

83 20mm Joints not exceeding 150mm high placed vertically inposition including raking out top section 20mm deep and fillingwith 20 x 20mm black bitumous polysulphide sealant (aroundlight box bases) m 40

84 20mm Joints not exceeding 150mm high placed vertically inposition including raking out top section 20mm deep and fillingwith 20 x 20mm black bitumous polysulphide sealant (helipad,basketball court) m 122

85 20mm Joints not exceeding 150mm high placed vertically inposition including raking out top section 20mm deep and fillingwith 20 x 20mm black bitumous polysulphide sealant (cableduct) m 13

Saw cut joints

86 3 x 40mm Saw cut joints in reinforced concrete surface bedsand seal with polysulphide sealant m 12

87 3 x 40mm Saw cut joints in reinforced concrete surface bedsand seal with polysulphide sealant to helipad and basketballcourt m 132

88 4 x 60mm Saw cut joints in reinforced concrete apron pavingand seal with polysulphide sealant m 310

REINFORCEMENT (PROVISIONAL)

Mild steel reinforcement to structural concrete work



C 2 . 2 - 6 3



High tensile steel reinforcement to structural concretework






Fabric reinforcement

95 Type 193 fabric reinforcement in concrete surface beds, slabs,etc m2 963

96 Type 193 fabric reinforcement in concrete slab over oilseperator, generator floor base, etc m2 65

97 Type 193 fabric reinforcement in concrete worktops m2 8

98 Type 193 fabric reinforcement in apron paving, ramps, etc m2 868

99 Type 395 fabric reinforcement in concrete surface beds, slabs,etc m2 656

100 Type 395 fabric reinforcement in concrete surface beds, slabs,etc to helipad and basketball court (two layers measured) m2 1,921

Sundries

101 M16 x 1200mm holding down bolt set up in correct position andcast into concrete in exact position for water tank stub columns No 16


C 2 . 2 - 6 4



CONCRETE, ETC

COLLECTION

Page AmountNo


C2.2-58

C2.2-59

C2.2-60

C2.2-61

C2.2-62

C2.2-63

C2.2-64

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKCONCRETE, ETC

C 2 . 2 - 6 5




SECTION 2

BILL NO 4

MASONRY

NOTE:



BRICKWORK

Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick

Face bricks

Bricks shall be ordered timeously to obtain uniformity in sizeand colour

Pointing

Descriptions of recessed pointing to fair face brickwork andface brickwork shall be deemed to include square recessed,hollow recessed, weathered pointing, etc

SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

1 Mass brickwork in piers m3 5

2 Mass brickwork in piers to yard and boundary walls m3 15

3 Half brick walls m2 182

4 Half brick walls in lining to concrete retaining walls m2 375

5 One brick walls m2 1,932

6 One brick walls circular on plan m2 60

Carried to Collection R SECTION NO. 2: BUILDING WORKMASONRY

C 2 . 2 - 6 6



7 One brick walls under counters circular on plan m2 8

8 One brick walls in gables m2 173

9 One brick walls in screen walls m2 10

10 One brick walls in sides to ramps m2 8

11 One brick walls in yard walls boundary walls m2 836

12 One brick walls in sides of benches m2 4

13 One brick walls in sides of benches circular on plan m2 3

14 Half brick walls in beamfilling 255mm high m 30

15 Half brick walls in beamfilling 425mm high m 131

16 Half brick kerb 255mm high m 6

Joint forming material in movement joints

17 10mm Soft board built in vertically between brickwork orconcrete not exceeding 300mm high or wide to yard andboundary walls m 825

Brickwork reinforcement

18 75mm Wide reinforcement built in horizontally m 545

19 150mm Wide reinforcement built in horizontally m 6,161

20 150mm Wide reinforcement built in horizontally to yard andboundary walls m 2,677

Prestressed fabricated lintels

21 110 x 75mm Lintels in lengths not exceeding 3m m 345

Turning pieces

22 220mm Wide turning piece to lintels etc m 136

Galvanised hoop iron cramps, ties, etc

23 30 x 1,6mm Wall tie 1,5m long with one end shot pinned toconcrete beam and other end built into brickwork No 47

FACE BRICKWORK


C 2 . 2 - 6 7



FACED BRICKWORK

External facings in approved face bricks (FBX)Corobrik Silver Grey Satin or similar approvedpointed with square recessed horizontal andvertical joints

24 Extra over brickwork for face brickwork m2 1,529

25 Extra over brickwork for face brickwork to ramp walls m2 8

26 Extra over brickwork for face brickwork to retaining wall m2 375

27 Extra over brickwork for face brickwork to ramp walls circularon plan m2 6

28 Extra over brickwork for face brickwork to seating area walls m2 7

29 Extra over brickwork for face brickwork to yard walls, screenwalls and boundary walls, etc m2 1,554

30 Fair raking cutting to face brickwork m 3

Brick-on-edge header course copings, sills, etcin face bricks (FBX) Corobrik Silver Grey Satinor similar approved pointed with recessed jointson all exposed faces

31 Face brick on edge coping on top of one brick wall m 30

32 Face brick on edge coping on top of one brick parapet walls m 94

33 Face brick on edge coping on top of 360mm wide retaining wall m 250

34 Face brick on edge coping on top of one brick wall to yard andboundary walls m 380

35 Face brick on edge coping to 460 x 460mm pier pointed on topand 110mm face to boundary walls No 6

36 Face brick on edge coping to 340 x 110mm projecting pierpointed on top and 110mm face to boundary walls No 275

37 Face brick on edge coping to 340 x 340mm projecting pierpointed on top and 110mm face to boundary walls No 18

38 Face brick-on-edge flat lintel course 220mm wide pointed onsoffit and 110mm face m 136


C 2 . 2 - 6 8



39 Face brick-on-edge external window cill, 230mm wide, setsloping and slightly projecting including all necessary fair cuttingto facings under and fair and fitted ends m 154

Brick-on-edge header course copings, sills, etcin face bricks (FBX) Corobrik Titanium Satin orsimilar approved pointed with recessed joints onall exposed faces

40 Face brick on flat projecting course 110 x 110mm in surroundsto windows, doors, etc m 133

GLASS BLOCK WALLS

190 x 190 x 80mm Glass blocks bedded and jointed inslow-setting class I mortar with continuous joints in bothdirections pointed in tinted mortar on both sides with flushhorizontal and vertical joints

41 80mm Walls in panels between brickwork m2 11


C 2 . 2 - 6 9



MASONRY

COLLECTION

Page AmountNo


C2.2-67

C2.2-68

C2.2-69

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKMASONRY

C 2 . 2 - 7 0




SECTION 2

BILL NO 5

WATERPROOFING

NOTE:


DAMPPROOFING OF WALLS AND FLOORS

One layer of 375 micron DPC embossed damp proofcourse

1 In walls m2 51

One layer of 250 micron green waterproof sheeting sealedat laps with tape

2 To bottoms and sides of ground beams m2 1,517

3 Under surface beds m2 1,619

4 Under surface beds to helipad and basketball court m2 960

5 Under apron paving, ramps, etc m2 896

6 Under paving, etc m2 4,535

7 Under generator base m2 30

WATERPROOFING TO WALLS, ROOFS, ETC

"Dricon or similar approved" waterproofing

8 On cable duct floors m2 10

4mm "Derbigum SP or similar approved" waterproofing

9 On flat roofs m2 64

10 On turnups, edges, etc in narrow widths m2 14

PROTECTIVE ROOFING PAINT

Carried to Collection R SECTION NO. 2: BUILDING WORKWATERPROOFING

C 2 . 2 - 7 1



Two coats bituminous aluminium paint

11 On waterproofing to roofs m2 78

Carried to Collection R SECTION NO. 2: BUILDING WORKWATERPROOFING

C 2 . 2 - 7 2



WATERPROOFING

COLLECTION

Page AmountNo


C2.2-72

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKWATERPROOFING

C 2 . 2 - 7 3




SECTION 2

BILL NO 6

ROOF COVERINGS ETC

NOTE:


PROFILED METAL SHEETING ANDACCESSORIES

0,6mm prepainted inverted boxed rib IBR profile roofsheeting with "Chromadek or similar approved" finish onone side in single lengths fixed to timber purlins or rails instrict accordance with the manufacturers instructions,including 0,6mm sheet steel accessories

1 Roof covering with pitch not exceeding 50 degrees m2 120

2 Extra over for turning roof sheeting up or down at ends m 83

3 Hole roof sheeting for 200 x 200mm flue pipe flashed andsealed all round No 2

0,6mm prepainted inverted boxed rib IBR profile roofsheeting with "Chromadek or similar approved" finish oneside in single lengths fixed to steel purlins or rails in strictaccordance with the manufacturers instructions, including0,6mm sheet steel accessories

4 Roof covering with pitch not exceeding 50 degrees m2 210

5 Extra over for turning roof sheets up or down at ends m 76

0,6mm "KLIP-LOK 700 or similar" ribbed sheet steel with"Chromadek or similar approved" finish on one side insingle lengths fixed to steel purlins or rails in strictaccordance with the manufacturers instructions, including0,6mm sheet steel accessories with "Chromadek or similarapproved" finish on one side

6 Roof covering with pitch not exceeding 50 degrees m2 2,085

7 Side cladding m2 87

Carried to Collection R SECTION NO. 2: BUILDING WORKROOF COVERINGS, ETC

C 2 . 2 - 7 4



8 Extra over for turning roof sheets up or down at ends m 281

ROOF AND WALL INSULATION

"Starlite or similar approved" 76mm thick white fibre roofinsulation faced with aluminium foil one side

9 Insulation laid taut over purlins (at approximately 1500mmcentres) and fixed concurrent with roof covering includinggalvanised steel straining wires at 300mm centres m2 2,010

"Kulite or similar approved" insulation boards finishedwith reflective aluminium foil one side and vinyl clad toother side including pre-painted steel H-section fixing andjointing strips

10 30mm Insulation boards in 1200mm widths with longitudinalflap joints laid over purlins (at approximately 1500mm centres)and fixed concurrent with roof covering including holes throughboards etc m2 662

11 40mm x 2mm Thick aluminium cover strip glued on at apex m 36

12 Ditto sloping edge against walls m 35

SHEET METAL FLASHINGS, LININGS, COPINGS,ETC

0.6mm Galvanised sheet iron with "Chromadek or similarapproved" finish one side

13 Ridge capping 450mm girth m 35

14 Apex capping 450mm girth m 99

15 Hip capping 450mm girth m 24

16 Barge capping 400mm girth m 5

17 Drip flashing 150mm girth m 99

18 Valley gutter 450mm girth including ends, angles, outlets, etc m 26

19 Flashing and cover flashing 175mm girth m 88

20 Flashing and cover flashing 175mm girth circular on plan m 27

21 Side wall flashings 380mm girth m 82

22 Head wall flashing 300mm girth m 54


C 2 . 2 - 7 5



23 Head wall cover flashing 150mm girth m 26

24 Narrow and broad flute closers 200mm girth includingpolyethylene filler blocks m 416


C 2 . 2 - 7 6



ROOF COVERINGS, ETC

COLLECTION

Page AmountNo


C2.2-75

C2.2-76

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKROOF COVERINGS, ETC

C 2 . 2 - 7 7




SECTION 2

BILL NO 7

CARPENTRY AND JOINERY

NOTE:


ROOFS ETC

PREFABRICATED ROOF TRUSSES

NOTE:

1. All the roof trusses to be at an average of 900mm centresand constructed for a 15 or 23 degree pitch unless otherwisestated

2. All the roof trusses to be designed and constructed withsoftwood structural timber and to included for live loads, windloads and to take concrete roof tiles and battens. Each rooftruss shall have each of its members accurately cut and closebutted together and rigidly fixed by CSIR approved patentedgalvanised metal spiked connectors, fixed on both sides ofeach intersection by an approved method, all in accordancewith th manufacturer's instructions.

3. Unless otherwise described all rafter feet are to extend 500mm beyond the length of the tie beam with ends twice splaycut.

4. The design, manufacture and transportation of the rooftrusses, bracing, etc. shall be underthe control of a registeredEngineer in accordance with SABS 0243 and it shall berequired from the manufacturer of the trusses to lodge a writtenguarantee that his construction has been designed by aqualified Structural Engineer and that he is in possession of acapability certificate issued by the institute for TimberConstruction and approved by the Representative/Agent

5. The tenderer's attention is drawn to the fact that the detaildrawings included at the back of these Bills of Quantities onlyrepresents the overall size and bearing points of the trussesand not the required design.

Carried to Collection R SECTION NO. 2: BUILDING WORKCARPENTRY AND JOINERY

C 2 . 2 - 7 8



6. Erection must be carried out as described in "The ErectionAnd Bracing Of Timber Roof Trusses" published by the TrussPlate Association of South Africa Ltd and the National TimberResearch Insitute, CSIR

7. Descriptions of roof trusses shall be deemed to include fordesign, manufacture, supply, hoisting and fixing in position,trimming ends, notching, etc and for temporary bracing.

--------------------------------------------------------------------------------

Plate nailed timber roof truss construction

Trusses

1 Mono-pitch roof truss 3700mm span x 600mm high overall with570mm eaves overhang projection (guardhouse) No 5

2 Mono-pitch roof truss 1500mm span x 1000mm high overallwith 300mm eaves overhang projection (generator basebuilding) No 4

3 Hip girder roof truss 2520mm span x 328mm high overall with700mm eaves overhang projection (lapa building) (B) No 5

4 Hip girder roof truss 3320mm span x 400mm high overall with700mm eaves overhang projection (lapa building) (A) No 4

5 Double-pitch roof girder truss 4500mm span x 451mm highoverall with 700mm eaves overhang projection both sides (lapabuilding) (A) No 2

6 Double-pitch roof girder truss 3620mm span x 378mm highoverall with 700mm eaves overhang projection both sides (lapabuilding) (B) No 2

7 Jack truss 1420mm span x 284mm high overall with 700mmeaves overhang projection (lapa building) (J1) No 4






C 2 . 2 - 7 9



12 38 x 114mm Overhang pieces 930mm long (lapa building) No 12

Sawn softwood

13 38 x 76mm Wall plate m 31

14 38 x 114mm Wall plate m 19

15 38 x 114mm Bracing and cross bracing m 19

16 38 x 114mm Blocking pieces m 15

17 52 x 114mm Rafters m 12

18 38 x 152mm Rafters m 25

19 52 x 76mm Purlins m 67

20 52 x 76mm Runners m 25

Wrought softwood



Wrought laminated timber

23 38 x 110mm Treated beams m 12



Sundries

26 "Hurricane clip or similar approved" between truss and purlins No 168

Sundries

27 Two coats creosote on exposed timber trusses m2 49

EAVES, VERGES, ETC

Pressed fibre-cement

28 10 x 225mm Fascias and barge boards including metal jointingstrips m 132


C 2 . 2 - 8 0



29 15 x 300mm Fascias and barge boards including metal jointingstrips m 175

SKIRTINGS

Wrought meranti

30 19 x 75mm Skirting including 19mm quadrant bead m 123

31 19 x 75mm Skirting including 19mm quadrant bead to treadsand risers m 38

DOORS ETC

Semi - Solid framed flush pannelled door with 3,2mmcompressed refined wood fibre faced both sides hung tosteel frames

32 40mm x 813 x 1882mm High door (D7) No 7

33 40mm x 813 x 2032mm High door (D06, D08) No 21

34 40mm x 900 x 2032mm High door (D05) No 2

35 40mm x 1613 x 2032mm High double door (D3) No 2

Solid meranti framed ledge braced and battened doorshung to steel frames

36 40mm x 813 x 2032mm High door (D09, 12) No 12

37 40mm x 1200 x 2032mm High unequal leaf double door (D16) No 1

38 40mm x 1588 x 2134mm High double door (D20) No 2

FITTINGS

THE FOLLOWING IN FITTINGS TO GENERAL OFFICEAND WATCH ROOM

Wrought Softwood

39 38 x 76mm Bearer plugged m 8

Blockboard with 1,2mm laminated veneer one side andbalancing finish other side

40 16 x 76mm Recessed skirting planted on m 5

41 16mm Tops, shelves, sides, divisions, etc m2 7


C 2 . 2 - 8 1



Blockboard with 1,2mm decorative laminated plastic finishon both sides


43 16mm Thick single door size 768 x 600mm high No 2

44 16mm Edging strip planted on m 40

Drawers

45 Drawer formed of 18mm wrought saligna sides and back, 19 x340 x 158mm x 1,2mm decorative laminate plastic finish onboth sides on, all framed together and grooved for andincluding 6mm tempered hardboard bottom and the sidesprovided with and including 12 x 12mm wrought saligna runnersfor easy sliding; size 500mm wide x 600mm from front to backx 158mm deep internally No 8

Polished granite fixed to brickwork, etc including pins,glue, angles, ends, etc

46 32mm Thick x 600mm wide "Rustenberg" top m 5

47 Extra over 32mm thick granite for bullnose edge m 5

THE FOLLOWING IN LAUNDRY, GUARD HOUSEWORKTOP AND RECEPTION COUNTER

Wrought Softwood

48 20 x 50mm Fixing rail plugged m 11





52 19 x 76mm Recessed skirting planted on circular on plan m 3





C 2 . 2 - 8 2




Drawers


Formica tops (laundry)

Blockboard with 1,2mm decorative laminated plastic finishon one side

57 32mm Thick x 600mm wide m 4

58 Extra over 32mm thick top for bullnose edge m 4

Polished granite fixed to brickwork, etc including pins,glue, angles, ends, etc (guardhouse, reception)

59 32mm Thick x 500mm wide "Rustenberg or similar approved"top circular on plan m 6

60 32mm Thick x 600mm wide "Rustenberg or similar approved"top m 7

61 32mm Thick x 600mm wide "Rustenberg or similar approved"top circular on plan m 3


63 Extra over 32mm thick granite for bullnose edge circular onplan m 3

THE FOLLOWING IN KITCHEN FITTINGS

Wrought Softwood






C 2 . 2 - 8 3








Drawers


Polished granite fixed to brickwork, etc including pins,glue, angles, ends, etc

72 32mm Thick x 600mm wide "Rustenberg or similar approved"top m 13


74 Extra over 32mm thick granite for 1500mm x 600mm sinkcutout No 1

THE FOLLOWING IN SHELVING IN HOSE ROOM,FOAM STORE, EQUIPMENT STORE, GENERALSTORE, GARDEN TOOL STORE, OXYGEN ROOM,MEDICAL WASTE, SOLAR ROOM AND SECURITYSTORAGE

"Bison or similar approved" chipboard

75 22mm Thick 600mm wide shelving fixed to steel brackets(elsewhere) m 48


Sundries

77 "Gelmar HD or similar approved" 450 x 425mm white powedercoated shelf bracket twice bolted to wall with M10 x 100mmexpansion bolts No 44


C 2 . 2 - 8 4



THE FOLLOWING IN BIC, LOCKERS, ETC IN MUSTERROOM, STATION MANAGER, GENERAL OFFICES,ETC

Wrought Softwood

78 20 x 50mm Cleat plugged m 201


Blockboard with 1,2mm decorative laminated plastic finishon one side and balancing finish on other side

80 16 x 76mm Recessed skirting plugged m 81





84 16mm Edging strip planted on m 1,032

Drawers

Blockboard with 1,2mm decorative laminated plastic finishon one side and balancing finish on other side


THE FOLLOWING IN SHOWER SEATS

Wrought Meranti

86 32 x 80mm Slats bolted to steel brackets at 600mm centreswith countersunk screws m 13

Sundries

87 Gallows bracket with stay formed of 50 x 50 x 3mm anglesection mild steel framing 900mm girth, mitred and welded atangles with ends closed and one leg thrice holed for bolts andhorizontal legs twice drilled for screws, bolted to wall with M10 x80mm expansion bolts No 10


C 2 . 2 - 8 5



CARPENTRY AND JOINERY

COLLECTION

Page AmountNo


C2.2-79

C2.2-80

C2.2-81

C2.2-82

C2.2-83

C2.2-84

C2.2-85

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKCARPENTRY AND JOINERY

C 2 . 2 - 8 6




SECTION 2

BILL NO 8

CEILINGS, PARTITIONS AND ACCESSFLOORING

NOTE:


Descriptions

Items described as "nailed" shall be deemed to be fixed withhardened steel nails or pins or shot pinned to brickwork orconcrete

Items described as "plugged" shall be deemed to includescrewing to fibre, plastic or metal plugs at not exceeding600mm centres, and where described as "bolted" the boltshave been given elsewhere

INSULATION

"Aerolite or similar approved" or similar insulation

1 75mm Insulation closely fitted and laid on top of branderingbetween roof timbers etc. m2 950

NAILED UP CEILINGS

4mm Fibre cement ceilings with H-strip pressed steeljointing strips

2 Ceilings in 900mm panels including 38 x 38mm sawn softwoodbrandering at 400mm centres in one direction m2 33

3 Extra over ceiling for 600 x 600mm trap door No 1

4 Hole ceiling for 200 x 200mm flue pipe trimmed all round No 2

6,4mm Gypsum board ceilings with H-strip pressed steeljointing strips

5 Ceilings in 900mm panels including 38 x 38mm sawn softwoodbrandering at 400mm centres in one direction m2 5

Carried to Collection R SECTION NO. 2: BUILDING WORKCEILINGS, ETC

C 2 . 2 - 8 7



SUSPENDED CEILINGS

1200 x 600 x 6,4mm Vinyl Cladded Ceiling Board panelsfitted in and including exposed grid suspension systemincluding main and cross tees, necessary hangers, grids,etc

6 Ceilings suspended not exceeding 1m below steel trusses m2 912

Gypsum fibre cement cornices

7 75mm Coved cornices m 39

Shadow line wall angle cornices to suspended ceilings

8 LM651X or similar approved recessed wall angle plugged m 717

Carried to Collection R SECTION NO. 2: BUILDING WORKCEILINGS, ETC

C 2 . 2 - 8 8



CEILINGS, ETC

COLLECTION

Page AmountNo


C2.2-88

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKCEILINGS, ETC

C 2 . 2 - 8 9




SECTION 2

BILL NO 9

FLOOR COVERINGS

NOTE:


Approved pile carpet tile (PC sum R 280.00/m2 suppliedand laid complete by specialist) including brass trimmings,beads, edgings, etc

1 On floors m2 135

Approved 500 x 500 x 5.2kg/m2 thick rubber interlockingfloor tile (PC sum R 300.00/m2 supplied and laid completeby specialist)

2 On floors m2 217

SKIRTINGS, NOSINGS, ETC

3 5 x 50mm PVC interlocking edging strip skirting plugged towalls m 139

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKFLOOR COVERINGS, ETC

C 2 . 2 - 9 0




SECTION 2

BILL NO 10

STRUCTURAL STEELWORK

NOTE:



Descriptions

Descriptions of bolts shall be deemed to include nuts andwashers

Descriptions of L-shaped and U-shaped anchor bolts shall bedeemed to include bending, threading, nuts and washers andembedding in concrete

Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork or concrete

Descriptions of L-shaped and U-shaped anchor bolts shall bedeemed to include bending, threading, nuts and washers andembedding in concrete. Where anchor bolts are described asembedded in sides or soffits of concrete it shall be deemed toinclude holes through formwork.

Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork or concrete.

All steelwork measured with protective undercoat and two coatsenamel only to exposed areas

NOTE:

1. All workshop drawings to be approved before fabrication.2. All welds to be 6mm continuos fillet welds.3. All structural steel grade to be 300W.4. General specification for structural steelwork to be in accordance with SABS 1200H.

Carried to Collection R SECTION NO. 2: BUILDING WORKSTRUCTURAL STEEL

C 2 . 2 - 9 1



THE FOLLOWING IN CARPORTS

Structural steel to carports

1 76 x 76 x 3mm Posts m 53

2 125 x 50 x 20 x 2.5mm Lipped channel section in beams,bearers, etc m 114

3 Extra over last for welded end to cross bearer lip channel No 90

4 225 x 75 x 20 x 2.5mm Lipped channel roof framework m 170

5 30 x 30 x 3mm Angle section bearer welded on m 38

6 60 x 3mm Pipe section rafter bracing welded on m 28

Cleats, plates, bolts, etc

7 60mm Diameter x 5mm Thick end plate welded on No 16

8 76 x 300 x 5mm thick plate welded on No 20

9 50 x 70 x 6mm Steel plate once holed for M10 bolt welded on No 20

10 50 x 50 x 5mm Thick angle section cleat 150mm long fourtimes holed for M10 bolt welded on No 34

11 80 x 50 x 5mm Thick steel fixing plate once holed for M10 boltwelded on No 24

12 100 x 100 x 5mm Thick angle section cleat 100mm long twotimes holed for M10 bolt welded on No 4

13 142 x 255 x 5mm thick fixing plate four times holed for M10 boltweded on No 26

14 200 x 100 x 5mm thick fixing plate two times holed for M10 boltwelded on No 4

15 284 x 255 x 5mm Thick angle bent fixing plate four times holedfor M10 bolt welded on No 8

Grade 4.6 bolts

16 M10 x 32mm Bolt No 332

Sundries


C 2 . 2 - 9 2



Anodized aluminium finish with black engraved figuresand lettering

17 Aluminium plate size 400 x 80mm high with twelve 50mm highletters No 15

18 50mm Wide reflective tape wrapped around 76 x 76mm steelcolumns No 16

THE FOLLOWING IN STEEL STAIRCASE

Welded and bolted stairs

19 260 x 90mm x 35kg/m Stringers m 10

20 90 x 265mm x 8mm Thick end plate twice holed for M16 bolts(elsewhere) welded on No 1

21 285 x 1000mm Long galvanised mild steel "Rectagrid 30 x4,5mm" grating tread welded on No 19

22 60 x 285mm x 8mm Thick grating tread nosing end plate threetimes holed for M16 bolts (elsewhere) welded on No 36

Grade 4.6 bolts


24 M16 x 150mm Chemical anchor bolt drilled and epoxy groutedin reinforced concrete floors No 6

THE FOLLOWING IN STRUCTURAL STEEL ROOFTRUSSES

Welded angles, bracing, rails, etc

25 60 x 60 x 6mm Angle section in trusses m 615


27 70 x 70 x 6mm Angle section in trusses welded back to back m 223






C 2 . 2 - 9 3




33 203 x 203 x 46kg/m H section universal columns in trusses (InNo 4) m 5


34 260 x 210mm x 10mm Thick cap plate twice holed for M16bolts (elsewhere) welded on No 8

35 300 x 170mm x 20mm Thick top chord end welded on No 25

36 350 x 250mm x 8mm Thick end plate welded on No 18

37 300 x 65mm x 20 x 3.5mm Thick x 175mm long lip channelsection twice holed for M20 bolts (elsewhere) welded on No 16

38 100 x 180mm x 8mm Thick bearing bottom chord plate weldedon No 16

39 355 x 80mm x 12mm Thick bearing bottom chord plate sixtimes holed for M20 bolts (elsewhere) welded on No 23

40 425 x 80mm x 12mm Thick bearing bottom chord plate sixtimes holed for M20 bolts (elsewhere) welded on No 23

41 160 x 340mm x 10mm Thick truss end plate twice holed forM20 bolts (elsewhere) welded on No 9

42 330 x 200mm x 10mm Thick truss end plate twice holed forM20 bolts (elsewhere) welded on No 33

43 340 x 160mm x 25mm Thick truss bearing plate four timesholed for M20 bolts (elsewhere) welded on No 16

44 300 x 250mm x 20mm Thick truss base plate twice holed forM20 bolts (elsewhere) welded on No 8

45 440 x 440mm x 25mm Thick truss bearing plate four timesholed for M20 bolts (elsewhere) welded on No 50

46 298 x 239mm x 8mm Thick gusset plate welded on three timesholed for M20 bolt (elsewhere) No 378

47 150 x 300mm x 8mm Thick gusset plate welded on No 16

48 200 x 200mm x 8mm Thick gusset plate welded on No 65


C 2 . 2 - 9 4



Sundries

49 Drill 20mm Diameter hole in angle section truss for bolts(elsewhere) No 138

Grade 8.8 bolts


Grade 4.6 bolts

51 M20 x 32mm Bolt No 1,152

52 M16 x 400mm Holding down bolt and set up in correct positionand cast into concrete columns No 150

53 70 x 70 x 3mm Thick washer plate 60mm long welded tobottom of holding down bolt No 300

54 M16 x 150mm Chemical anchor bolt drilled and epoxy groutedin reinforced concrete beam or column No 32

55 M20 x 150mm Chemical anchor bolt drilled and epoxy groutedin reinforced concrete beam No 66

STEEL RAFTERS ETC

Welded rafters, beams, etc in single lengths with flatsection bearer and connection plates bolted to steelcolumns

56 IPE 100 I section universal rafters extension m 25

57 IPE 200 I section universal rafters m 50

58 160 x 65mm x 18.80kg/m Channel section welded on m 38

59 76mm Diameter x 3mm Tubular section stay welded on m 11


60 200 x 150mm x 8mm Thick web stifferner plate twice holed forM20 bolts (elsewhere) welded on No 18

61 80 x 170mm x 8mm Thick end plate twice times holed for M20bolts (elsewhere) welded on No 16

62 76 x 200mm x 10mm Thick end plate once holed for M20 bolts(elsewhere) welded on No 7


C 2 . 2 - 9 5



63 100 x 100mm x 8mm Thick plate once holed for M20 bolts(elsewhere) welded on No 7

COLUMNS, BEAMS, ETC

Welded columns in single lengths with flat section base,top, bearer and connection plates bolted to concrete

64 219mm Diameter x 10mm Thick x 31.53kg/m turbular sectioncolumns (In No 7) m 51

65 305 x 102 x 25kg/m H section universal beams (In No 4) m 38

66 Extra over for splay cut end No 8


67 170 x 125mm x 8mm Thick plate four times holed for M16 bolts(elsewhere) welded on No 28

68 250 x 120mm x 8mm Thick plate four times holed for M16 bolts(elsewhere) welded on No 4

69 120 x 220mm x 10mm Thick top plate four times holed for M20bolts (elsewhere) welded on No 1

70 300 x 300mm x 20mm Thick base plate four times holed forM16 bolts (elsewhere) welded on No 1

71 350 x 150mm x 16mm Thick plate twice holed for M16 bolts(elsewhere) welded on No 5

72 400 x 400mm x 10mm Thick base plate four times holed forM20 bolts (elsewhere) welded on No 7

73 400 x 400mm x 10mm Thick top plate four times holed for M20bolts (elsewhere) welded on No 7

74 10mm Wide x 200mm long cut out in base plate No 28

75 250 x 250mm x 10mm Thick beam connector plate twice holedfor M16 bolts (elsewhere) welded on No 9

76 100 x 200 x 10mm Thick conical shaped bottom and end platestwice holed for M20 bolts (elsewhere) welded on No 28

Grade 4.6 bolts



C 2 . 2 - 9 6



78 M16 x 150mm Chemical anchor bolt drilled and epoxy groutedin reinforced concrete beam No 14


80 M20 x 400mm Holding down bolt and set up in correct positionand cast into concrete bases No 28

81 70 x 70 x 3mm Thick washer plate 60mm long welded tobottom of holding down bolt No 128

PURLINS, GIRTS, BRACING, ETC

Purlins and girts bolted to steel

82 175 x 65 x 20 x 3mm Lipped channel section purlins m 1,627


83 125 x 170 x 8mm Thick connector plate twice holed for M16bolt welded on No 465

Grade 4.6 bolts

84 M16 x 32mm Bolt No 1,848

Welded bracing, rails, etc

85 75 x 70 x 6mm Angle section bracing m 39



87 350 x 50mm x 8mm Thick plate twice holed for M20 bolts(elsewhere) welded on No 299

88 400 x 300mm x 6mm Thick connector plate fiver times holedfor M20 bolts (elsewhere) welded on No 16

89 500 x 200mm x 8mm Thick splice connector plate four timesholed for M20 bolts (elsewhere) welded on No 247

Grade 4.6 bolts

90 M20 x 32mm Bolt No 1,666


C 2 . 2 - 9 7



WELDED GUTTERS , DOWNPIPES, ETC FIXED TOSTEEL

91 500mm Girth x 3mm Plate section box gutter twice bent toshape and welded on m 38

92 Extra over last for closed end No 2

93 50 x 5mm Thick flat section brackets 200mm long welded tounderside of gutter No 63

94 Extra over box gutter for 100mm rainwater outlet No 2

95 100mm Diameter steel section rectangular rain water downpipefixed to walls m 12

96 Extra over last for 500mm long offset No 2

97 Extra over last for bend No 2

98 Extra over last for shoe No 2

THE FOLLOWING IN FIRE POLE

Grade 304 Stainless Steel

99 300 x 300mm x 10mm Thick base plate twelve times holed forM10 bolts (elsewhere) welded on No 1

100 114mm Diameter x 4mm Thick tubular section column post (InNo 1) m 5

101 280 x 230mm x 10mm Thick top plate eight times holed forM10 bolts (elsewhere) welded on No 1

Welded steel beams, connection plates, etc bolted toconcrete

102 230 x 90mm x 29.4kg/m Channel section beam m 1

103 400 x 200mm x 12mm Thick side plate two holed for M20 bolts(elsewhere) welded on No 2

Bolts, etc

104 M10 x 150mm Chemical anchor bolt bolt drilled and epoxygrouted in reinforced concrete beam No 20


C 2 . 2 - 9 8



105 M20 x 150mm Chemical anchor bolt bolt drilled and epoxygrouted in reinforced concrete beam

No 4

THE FOLLOWING IN STEEL SUPPORTS FORROLLER SHUTTER DOORS

106 75 x 75 x 6mm Angle section framework welded together m 160


108 90 x 90 x 6mm Thick x 180mm long triangular shaped cleatwelded on No 80

THE FOLLOWING IN STEEL ROOF FEATURE

109 Steel roof feature support 1800mm long made of 50mmdiameter x 2mm thick steel with ball shaped ends jointed to 150x 150 x 6mm fixing plates at both ends with pin hinge, etc No 9

Grade 8.8 bolts

110 M8 x 75mm Expansion bolt No 36


C 2 . 2 - 9 9



STRUCTURAL STEEL

COLLECTION

Page AmountNo


C2.2-92

C2.2-93

C2.2-94

C2.2-95

C2.2-96

C2.2-97

C2.2-98

C2.2-99

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKSTRUCTURAL STEEL

C 2 . 2 - 1 0 0




SECTION 2

BILL NO 11

IRONMONGERY

NOTE:



Finishes to ironmongery

Where applicable finishes to ironmongery are indicated bysuffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded -------------------------

HINGES, BOLTS, ETC

"Union or similar approved"

1 75mm (Open) brass piano hinge m 1

2 Three dimensional blind 165 degree/110 degree hinges (bic) No 255

3 75mm Brass cupboard door hinges No 38

4 "DFB-SS-027" 19mm x 160mm Steel flush barrel bolt and keepNo 34

CATCHES, CABIN HOOKS, ETC

Carried to Collection R SECTION NO. 2: BUILDING WORKIRONMONGERY

C 2 . 2 - 1 0 1




5 "B1573" White plastic magnetic cupboard door catch No 104

6 "Art 186" Double action coil spring hinge No 8

"Franke" or similar approved

7 "Code BHM8p" Robe hook with rubber stop No 6

LOCKS

"Dorma or similar approved"

8 "DWC-005 SS" Indicating bolt with emergency release No 11

9 "DWC-006 SS" Indicating bolt with emergency release No 1

10 "DCE 002 SS" Cylinder escutcheons No 92

11 "DO7625 (DO7635SS)" Heavy duty narrow stile swivel sashlock with 35mm backset No 17

12 "DO34S SS" PVD Multiple lever sash lock No 30

13 "DO 35S SS" PVD Bathroom sashlock No 12

14 "DDC106601" 66mm Satin nickle double cylinder locksetmasterkeyed (handles elsewhere) No 44

15 "DKC056501" 65mm Satin nickle knob cylinder lockset to differ(handles elsewhere) No 18


16 "CZ80941CH" Indicating bolt with emergency release fordisabled No 2

17 65mm Knob cylinder "DLLC-056501" lockset (handleselsewhere) No 8

18 "B1487" 64mm four lever cylinder cupboard deadlock with'B1579" 40 x 15mm escutcheon No 19

19 "B1487" 64mm four lever cylinder cupboard drawer deadlockwith 'B1579" 40 x 15mm escutcheon No 40

HANDLES


C 2 . 2 - 1 0 2




20 "DPH 209 SS" Straigt tubular pull handle No 4

21 "CR 002 SS" Pull handle No 146

22 "DPH 301C SS" Flange fixing pull handle No 2

23 "DPH-SS-CR" 150 X 300mm Pull handle on 150 x 300mmbackplate No 1

"Union or similiar"

24 "B1608" Flush pull handle (cupboards, bic) No 54

25 75mm Brass chromium plated drawer bow handle No 40

PUSH PLATES AND KICKING PLATES

"Union or similar approved anodised aluminium"

26 "DPP-SS-CL" 2mm Thick x 170 x 170mm high push plate No 1

27 "DLUP-SS- 300" 2mm Thick x 813 x 300mm high kick plate No 91

28 "DLUP-SS- 300" 2mm Thick x 900 x 300mm high kick plate No 4

BATHROOM FITTINGS

"Franke" or similar approved

29 "Code STRX 618" Soap dispenser No 7

30 "Code STR 672" Double toilet roll holder No 11

31 "Code STRX 605" Wall mounted waste bin No 7

32 "Code STRX 600" Paper towel dispenser No 7

33 "Code HF 2400 HD" Hand dryer No 5

Sundries

34 19mm Diameter chromium plated hanging cupboard rail600mm long including end brackets No 65

35 900 x 1800mm High standard alumnium powder coated showerdoor with 10mm thick clear glass including handle, etc No 6


C 2 . 2 - 1 0 3



Grab rails

36 32mm x 800mm Stainless steel back grab rail plugged No 1

37 32mm x 900mm Stainless steel side rail plugged No 1

Sundries


38 "DDS-SS-017" Floor mounted door stop plugged No 55

DOOR CLOSERS


39 TS 71 Door closer with rack and pinion bracket fixed to metal No 22

LETTERS, NAMEPLATES, ETC


40 190 x 190mm Aluminium male or female toilet sign No 5

STEEL LOCKERS

"Greenfield or similar approved" steel lockers withstandard baked enamel finish

41 "GB001" 300 x 450 x 1800mm Locker No 32

PINNING BOARDS, WRITING BOARDS, PROJECTIONSCREENS, ETC

"Mirrodex or similar approved"

42 Pinning board 1200 x 900mm high plugged No 15

"Parrot or similar approved"

43 White board 1200 x 900mm overall plugged and framed withnatural aluminium frame No 15


C 2 . 2 - 1 0 4



IRONMONGERY

COLLECTION

Page AmountNo


C2.2-102

C2.2-103

C2.2-104

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKIRONMONGERY

C 2 . 2 - 1 0 5




SECTION 2

BILL NO 12

METALWORK

NOTE:



Descriptions

Descriptions of bolts shall be deemed to include nuts andwashers

Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork or concrete

Metalwork described as "holed for bolt(s)" shall be deemed toexclude the bolts unless otherwise described

SPORTS EQUIPMENT

Standard sports nets including all fixing ropes,attachments, etc.

1 Netball net including fixing in position complete to netball ring(elsewhere) No 2

2 Volleyball net and posts handing over to the Station Manager No 1

The following in framed and welded hot-dipped doublespelter galvanised mild steel poles, rings, etc. for sportsequipment

3 Support for basketball net (elsewhere) formed of 16mmdiameter rod ring to 450mm internal diameter with 60 x 10mmflat section L-shaped arm 300mm girth and with two 10mmdiameter rod supporting arms each 500mm girth twice bent andwelded onto ring and onto and including 450 x 350 x 6mm flatsection backing plate four times holed for bolts (elsewhere)including bolting unit in position complete to steel framework(elsewhere) No 2

Carried to Collection R SECTION NO. 2: BUILDING WORKMETALWORK

C 2 . 2 - 1 0 6



4 Removable volleyball pole formed of 89mm diameter x 4mmthick hollow section 3,3m long with mushroom cap welded ontotop, the pole with and including four net straining eyes formedof 8mm diameter rod welded onto pole including setting up unitin position complete in sleeve (elsewhere) and later removingand handing over to the Station Manager No 2

5 Removable netball pole formed of 89mm diameter x 4mm thickhollow section 3,9m long with mushroom cap welded onto top,the pole with and including support for netball net (elsewhere)formed of 16mm diameter rod ring to 380mm internal diameterwith 16mm square section L-shaped arm 250mm girth weldedonto pole and onto ring including setting up unit in positioncomplete in sleeve (elsewhere) and later removing and handingover to the Station Manager No 2

6 Basketball pole formed of 127mm diameter x 4mm thick hollowsection 3,9m long with mushroom cap welded onto top end and250 x 250 x 6mm flat section base plate welded onto bottomend, the pole with and including support for netball net(elsewhere) formed of 16mm diameter rod ring to 380mminternal diameter with 16mm square section L-shaped arm250mm girth welded onto pole and onto ring; L-shaped arm2,913m girth formed of 102mm diameter x 2,8mm thick hollowsection with one end welded onto pole and other end weldedclosed with 6mm flat section; stay formed of 102mm diameter x2,8mm thick hollow section 1,602m long extreme with endsscribed and welded onto pole and arm; 1200 x 450 x 6mm flatsection mounting plate eight times holed for bolts (elsewhere)and with three 450 x 60 x 6mm overall flat section flangeswelded onto mounting plate and scribed as necessary andwelded onto L-shaped arm including setting up unit andembedding in position complete in 600 x 600 x 600mm deep25MPA concrete base No 2

STEEL HANDRAILS, BALUSTRADES, ETC

7 1000mm High stainless steel balustrading with 40mm diameterstanchions at 900mm centres, 20mm diameter stainless steeluprights and 60mm diameter handrail all fixed complete as perdetail drawing LO210 attached at the back of these bills ofquantities m 16

8 Ditto fixed raking to treads and risers of stairs m 5

9 Extra for 90 degree angle No 7

10 Extra for end wall fixing No 4

11 Extra for ramp junction with horizontal No 1


C 2 . 2 - 1 0 7



12 Extra for open end No 1

STAINLESS STEEL HANDRAILS, ETC

13 External diameter 60mm x 2,27mm wall thickness continuoushand rail fixed 75mm high above brickwork with fixing bracketsat 900mm centres m 20

14 Extra for 90 degree angle No 2

15 Extra for end wall fixing No 4

GRATINGS, ETC

16 450mm Wide mild steel "Rectagrid 40 x 4,5mm or similarapproved" grating laid in frame (elsewhere) in 1800mm longremovable sections (stormwater) m 35

17 500mm Wide galvanised mild steel "Rectagrid 40 x 4,5mm orsimilar approved" grating laid in frame (elsewhere) m 11

18 40 x 40 x 4mm Galvanised angle section framework weldedtogether m 91

19 Extra over last for welded mitred angle No 8

20 6mm Thick x 20mm wide x 130mm long lugs welded on andcast into concrete No 225

GRILLES, ETC

Security gates

For security gate details refer to drawings at the back of thesebills of quantities

21 Single gate 850 x 2100mm high hung in 50 x 50 x 3mm thickhollow section outer frame welded together and with two 150 x150 x 4mm thick steel base plate bolted to floor with four M12x 150mm long expansion bolts, the gate formed with 60 x 40 x2mm hollow section inner frame and middle rail with three 25 x80mm long pin hinges welded to outer frame, the gate filled inwith 50 x 50 x 4mm mesh welded to frame on and lockablesliding bolt with keep in gate post including upright five levermortice deadlock in steel plate housing No 1


C 2 . 2 - 1 0 8



22 Single gate 900 x 2100mm high hung in 50 x 50 x 3mm thickhollow section outer frame welded together and with two 150 x150 x 4mm thick steel base plate bolted to floor with four M12x 150mm long expansion bolts, the gate formed with 60 x 40 x2mm hollow section inner frame and middle rail with three 25 x80mm long pin hinges welded to outer frame, the gate filled inwith 50 x 50 x 4mm mesh welded to frame on and lockablesliding bolt with keep in gate post including upright five levermortice deadlock in steel plate housing No 2

23 Double gate 2380 x 2635mm high hung in 50 x 50 x 3mm thickhollow section outer frame welded together and with two 150 x150 x 4mm thick steel base plate bolted to floor with four M12x 150mm long expansion bolts, the gate formed with 60 x 40 x2mm hollow section inner frame and middle rail with three 25 x80mm long pin hinges welded to outer frame, the gate filled inwith 50 x 50 x 4mm mesh welded to frame on and lockablesliding bolt with keep in gate post including upright five levermortice deadlock in steel plate housing No 3

24 Double gate 2650 x 2635mm high hung in 50 x 50 x 3mm thickhollow section outer frame welded together and with two 150 x150 x 4mm thick steel base plate bolted to floor with four M12x 150mm long expansion bolts, the gate formed with 60 x 40 x2mm hollow section inner frame and middle rail with three 25 x80mm long pin hinges welded to outer frame, the gate filled inwith 50 x 50 x 4mm mesh welded to frame on and lockablesliding bolt with keep in gate post including upright five levermortice deadlock in steel plate housing No 2

PRESSED STEEL DOOR FRAMES

1,6mm Single rebated frames suitable for half brick walls

25 Frame for door 813 x 2032mm high No 7

1,6mm Double rebated frames suitable for one brick walls






ALUMINIUM WINDOWS, DOORS, ETC


C 2 . 2 - 1 0 9



"Wispeco 570 Series" or similar approved epoxy powdercoated aluminium windows including glazing as perwindow schedule plugged to brickwork or concrete andsealed watertight all round

31 Window 1500 x 1500mm high (W1) No 6



34 Corner view panel 1035 x 1075mm high fixed one side andsliding other side (guardhouse) (W4) No 4

35 Fixed panel window 800 x 4420mm high (W5) No 1

36 Corner window 1170 x 2895mm high (W6) No 4

37 Fixed panel 1000 x 1500mm high (W8) No 8


39 Fixed panel 3000 x 1500mm high with view panel (W10) No 1











50 Shopfront 4570 x 2795mm high overall (SF01) No 1

51 Shopfront 3380 x 2795mm high overall (SF02) No 1

52 Curved shopfront 6500 x 2895mm high overall to radius circularon plan (Reception) (SF03) No 1


C 2 . 2 - 1 1 0



53 Shopfront 4738 x 2600mm high overall with 20mm thicktoughened glass (Viewing Tower) (SF04) No 4

ALUMINIUM DOORS, ETC

"Wispeco or similar approved" or other approved epoxypowder coated aluminium doors, sidelights and fanlightsglazed with 6mm toughened laminated safety glass andplugged to brickwork or concrete and sealed watertight allround

54 Single door size 950 x 2100mm high overall (D14) No 1

55 Double door size 1600 x 2100mm high overall (D04) No 2

56 Double door size 1800 x 2100mm high overall (D01, D03) No 7

57 Sliding door size 1880 x 2100mm high overall (D10) No 1

58 Double door size 2400 x 2100mm high overall with sidelights onone side (D02) No 2

59 Double sliding door size 3000 x 2100mm high overall withsidelights on both sides including handles, sliding tracks, gears,rollers, etc (D15) No 1

60 Double sliding door size 5550 x 2100mm high overall with twosidelights both sides including handles, sliding tracks, gears,rollers, etc (D19) No 1

Natural anodised aluminium sundries

61 900 x 900mm high double sided aluminium fixed louvre (W07) No 11

PRESSED STEEL TRANSFORMER ROOM DOORSAND FRAMES

62 Single door type BV 915 x 2135mm high with rebated framesuitable for 220mm brick wall and with sliding bolt and padlock(pumproom) No 1

63 Double door type MV 1525 x 2135mm high with rebated framesuitable for 220mm brick wall and with sliding bolt and padlock No 4

SECTIONAL ROLLER DOORS


C 2 . 2 - 1 1 1



"Coroma or similar approved" steel sectional roll up andglazed tinted fire station garage doors supplied and fittedin position complete with automated motors, controls,glazing, etc

64 Custom "Ten Corosteel or similar approved" sectional electricaloperated roll up door size 3700 x 4590mm high overall (D13) No 10

CLEARVU FENCING TO PERIMETER OF SITE

Clear Vu mesh or similar approved fencing supplied anderected complete in position

65 2750 x 1730mm high Black ClearVU II high densityanti-climbing and anti cut pressed mesh panel fencing , formedof 3mm diameter horizontal and 4mm diameter. vertical hightensile line galvanised with alu-galv finish coating wires withaperture size 76,2mm x 12,7mm and reinforcing V-section ribs,bolted in panels to brick piers (elsewhere) with vandal resistantbolts and clamping plates and top of fence fitted with 100mmhigh galvanised 'shark tooth' type spike rails, bolted to 50mmwide Clearvu mesh flange bent along fence top No 15

Clear Vu or similar approved motor vehicle access gates

66 5000 x 2400mm High sliding motor vehicle access gate with3mm diameter wire with apeture size (centres) 76.2 x 12.7mmand coated with "alu galv epox" finish to match fence complete No 2

67 6000 x 2125mm High electronically operated sliding motorvehicle access gate with 3mm diameter wire with apeture size(centres) 76.2 x 12.7mm and coated with "alu galv epox" finishto match fence complete No 1

Clear Vu or similar approved pedestrian access gate

68 900 x 2400mm high single leaf swing pedestrian gate with 3mmdiameter wire with apeture size (centres) 76.2 x 12.7mm andcoated with "alu galv epoxy" finish to match fence complete No 1

69 1200 x 2400mm high single leaf swing pedestrian gate with3mm diameter wire with apeture size (centres) 76.2 x 12.7mmand coated with "alu galv epoxy" finish to match fence complete No 1

FIREPLACES

70 "Jetmaster or similar approved" braai model 1000 built in braaiwith 200 x 200 x 2800mm high chimney and cowl built intobrickwork complete No 2


C 2 . 2 - 1 1 2



METALWORK

COLLECTION

Page AmountNo


C2.2-107

C2.2-108

C2.2-109

C2.2-110

C2.2-111

C2.2-112

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKMETALWORK

C 2 . 2 - 1 1 3




SECTION 2

BILL NO 13

PLASTERING

NOTE:


SCREEDS

Screeds wood floated on concrete

1 25mm Thick on floors and landings to receive vinyl tiles orcarpets (elsewhere) m2 135

2 25mm Thick on floors and landings to recieve ceramic tiles m2 612

3 25mm Thick on to kerbs, etc in narrow widths to receiveceramic tiles (elsewhere) m2 6

4 25mm Thick on counter slabs to recieve ceramic tiles m2 8

5 25mm Thick on counter slabs to recieve ceramic tiles in narrowwidths m2 3

6 25mm Thick on floors and landings to recieve rubber mattedfloor m2 217

7 25mm Thick on cable duct floors to recieve epoxy paint m2 10

8 25mm Thick on walls in narrow widths to recieve waterproofing(elsewhere) m2 14

9 Average 50mm thick on concrete to falls and currents toreceive flat proof waterproofing m2 64

Sundries

10 Average 75 x 75mm thick triangular fillet against walls m 32

GRANOLITHIC

Carried to Collection R SECTION NO. 2: BUILDING WORKPLASTERING

C 2 . 2 - 1 1 4



Untinted granolithic on concrete

11 25mm Thick on floors and landings m2 126

12 25mm Thick on treads and risers to spiral staircase in narrowwidths m2 24

Sundries

13 5mm reeded line in granolithic circular stairs m 174

INTERNAL PLASTER

Cement plaster on brickwork

14 On walls in backing to receive wall tiling (elsewhere) m2 505

15 On walls in narrow widths in backing to receive wall tiling(elsewhere) m2 14

16 On walls m2 305

17 On walls inside built in cupboards m2 12

18 On cable duct walls m2 20

19 On walls under counters, etc circular on plan m2 14

20 On ceilings and beams m2 69

Two coat plaster on brickwork

21 On walls m2 2,094

22 On walls circular on plan m2 22

23 On narrow widths m2 27

Cement plaster on concrete

24 On columns m2 570

25 On slanting columns m2 58

26 On circular columns m2 10

27 On columns, walls, etc in narrow widts m2 12

28 On circular walls m2 138


C 2 . 2 - 1 1 5



29 On balustrade walls circular on plan m2 14

30 On balustrade walls in narrow widths m2 0.5

31 On ring beams m2 364

32 On ring beams circular on plan m2 53


34 On soffit of ring beams in narrow widths m2 29

35 On top of ring beams in narrow widths m2 26

36 On ceilings and beams circular on plan m2 46

37 On raking soffits of concrete spiral stairs m2 23

38 On raking sides of concrete spiral stairs m2 14

EXTERNAL PLASTER

Cement plaster on concrete

39 On walls in beamfilling m2 8



42 Ring beams circular on plan m2 7

43 On sides of stub columns m2 17

44 On brick work columns, etc m2 27

45 On ceilings to entrance slab m2 64

46 On edge of slab in norrow widths m2 2

CORNER PROTECTORS, DIVIDING STRIPS, ETC

47 3 x 25mm Flat section brass dividing strips between differentfloor finishes m 40


C 2 . 2 - 1 1 6



PLASTERING

COLLECTION

Page AmountNo


C2.2-115

C2.2-116

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKPLASTERING

C 2 . 2 - 1 1 7




SECTION 2

BILL NO 14

TILING

NOTE:



Descriptions

Tiling on brick or concrete walls, columns, etc and floors to befixed in stict accordance with the manufacturer's instructionsand to include for adhesives, bedding and grouting complete toplastered or screeded surfaces (measured elsewhere)

WALL TILING

600 x 600 x 8mm "Benex or similar approved" Mat glazedporcelain wall tiles of an approved colour, allow the sum ofR 150.00 (one hundred and fifty rand) per m2 exfactory/supplier laid on screed (elsewhere) with tilebedding and flush pointed with epoxy mortar

1 On walls m2 473

2 On narrow widths m2 14

600 x 600 x 10m Mosaic "Vero MVG 359 or similarapproved" hexagon mosaic wall tiles of an approvedcolour, allow the sum of R 580.00 (five hundred and eightyrand) per m2 ex factory/supplier laid on screed (elsewhere)with tile bedding and flush pointed with epoxy mortar

3 On walls m2 22

FLOOR TILING

Carried to Collection R SECTION NO. 2: BUILDING WORKTILING

C 2 . 2 - 1 1 8



600 x 600 x 8mm "Benex or similar approved" Mat glazedporcelain floor tiles of an approved colour, allow the sumof R 150.00 (one hundred and fifty rand) per m2 exfactory/supplier laid on screed (elsewhere) with tilebedding and flush pointed with epoxy mortar

4 On floors and landings m2 99

5 On floors and landings (lapa) m2 37

6 On risers, etc in narrow widths (lapa) m2 4

7 On kerb in narrow widths m2 2

8 Skirting 100mm high of cut floor tiles m 155

9 Skirting 100mm high of cut floor tiles (lapa) m 23

300 x 300 x 10mm Mosaic "Quartzite or similar approved"mosaic floor tiles of an approved colour, allow the sum ofR 620.00 (six hundred and twenty rand) per m2 exfactory/supplier laid on screed (elsewhere) with tilebedding and flush pointed with epoxy mortar


280 x 710 x 10m "Vitro Newands Ash or similar approved"Ceramic floor tiles of an approved colour, allow the sum ofR 200.00 (two hundred rand) per m2 ex factory/supplier laidon screed (elsewhere) with tile bedding and flush pointedwith epoxy mortar


12 On worktops, etc m2 8

13 On worktops, etc in narrow widths m2 3

14 Skirting 100mm high of cut floor tiles m 225

TOILET PAPER HOLDERS ETC

"Vaal or similar approved" or other approved white glazedceramic

15 152 x 152mm Approved semi-recessed soap dish No 6

Carried to Collection R SECTION NO. 2: BUILDING WORKTILING

C 2 . 2 - 1 1 9



TILING

COLLECTION

Page AmountNo


C2.2-119

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKTILING

C 2 . 2 - 1 2 0




SECTION 2

BILL NO 15

PLUMBING AND DRAINAGE (PROVISIONAL)

NOTE:



Vitrified clay pipes etc

Pipes shall rest on solid ground and, where necessary, pocketsof sufficient size shall be cut around joints to enable the jointingto be properly performed or, alternatively, pipes shall be beddedfull length on and including unreinforced concrete laid in asemi-dry state immediately before pipes are laid

uPVC pipes and fittings

Sewer and drainage pipes and fittings shall be jointed andsealed with butyl rubber rings

Soil, waste and vent pipes and fittings shall be solvent weldjointed

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 withsolvent welded uPVC loose sockets and fittings

Pipes of 50mm diameter and greater shall have sockets andspigots with push-in type integral rubber ring joints. Bends shallbe uPVC and all other fittings shall be cast iron, all with similarpush-in type joints

Carried to Collection R SECTION NO. 2: BUILDING WORKPLUMBING AND DRAINAGE

C 2 . 2 - 1 2 1



Copper pipes

Pipes shall be hard drawn and half-hard pipes of the classstated. Class 0 (thin walled hard drawn) pipes shall not bebent. Class 1 (thin walled half-hard), class 2 (half-hard) andclass 3 (heavy walled half-hard) pipes shall only be bent withbenders with inner and outer formers. Fittings to copper waste,vent and anti-syphon pipes, capillary solder fittings andcompression fittings shall be "Cobra Watertech or similarapproved" type. Capillary solder fittings shall comply with ISO2016. Only compression fittings shall be used in walls or inground

Reducing fittings

Where fittings have reducing ends or branches they aredescribed as "reducing". In the case of pipes with diametersnot exceeding 60mm only the largest end or branch size isgiven. Should the contractor wish to use other fittings andbushes or reducers he may do so on the understanding that noclaim in this regard will be entertained. In the case of pipeswith diameters exceeding 60mm all sizes are given and noclaim for extra bushes, reducers, etc will be entertained

Wire gratings

Descriptions of gutter outlets etc shall be deemed to includewire balloon gratings

Exposed concrete surfaces

Exposed surfaces of concrete stormwater channels, coverslabs, inspection eye marker slabs, gulley tops, cleaning eyetops, catchpits, inspection chambers, etc shall be finishedsmooth with plaster

Excavations

No claim for rock excavation will be entertained unless thecontractor has timeously notified the quantity surveyor thereofprior to backfilling

"Soft rock" and "hard rock" shall be as defined in "Earthworks"


C 2 . 2 - 1 2 2



Laying, backfilling, bedding, etc of pipes

Pipes shall be laid and bedded and trenches shall be carefullybackfilled in accordance with manufacturers' instructions

Where no manufacturers' instructions exist pipes shall be laid inaccordance with clauses 5.1 and 5.2 of each of the following: SABS 1200 L : Medium-pressure pipelines LD : Sewers LE : Stormwater drainage Pipe trenches etc shall be backfilled in accordance with clauses3, 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 to 3.4.1,5.1 to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless otherwise described bedding of rigid pipes shall beclass B bedding

Flush pans

Flush pans shall have straight or side outlets and "P" or "S"traps as necessary

Stainless steel basins, sinks, wash troughs, urinals, etc

Units shall have standard aprons on all exposed edges andtiling keys against walls where applicable

Waste unions

Descriptions of waste unions shall be deemed to include rubberor vulcanite plugs and chains fixed to fittings

Polypropylene pipes 54mm diameter and under shall beseamless copper coloured class 16 pipes jointed with"Fast-fuse" heat welded thermoplastic or brass compressionfittings as designed for use with copper pipes as stated

STORMWATER CHANNELS, ETC

Reinforced concrete

1 U - shaped stormwater channel 450mm wide x 450mm deep x150mm thick bottoms and sides to falls including all necessaryexcavations, formwork, etc m 35


C 2 . 2 - 1 2 3



2 Extra over last for closed end No 2

Class 75D concrete pipes

3 450mm Pipes laid in and including trenches not exceeding 1mdeep m 46

Sundries

4 Cut into existing Municipal stormwater kerb inlet not exceeding1m deep for new 450mm junction No 1

5 Extra over excavation in earth for pipe trenches, chambers, etcin soft rock m3 5

6 Extra over excavation in earth for pipe trenches, chambers, etcin hard rock m3 2

The following in catchpits, junction boxes and inletmanholes

7 Stormwater catchpit 450 x 450mm and exceeding 750mm andnot exceeding 1000mm deep internally No 1

HOLES, ETC

8 Hole for 450mm stormwater channel in sides of manholes,catchpits, etc No 1

RAINWATER DISPOSAL

uPVC

9 50mm Diameter pipe 300mm long (cable duct) No 1

10 50mm Diameter overflow pipe 100mm long (cable duct) No 1

11 60mm Diameter pipe 100mm long No 2

"Fulbore or similar approved" cast iron outlets

12 100mm Outlet set in position and jointed to pipe No 2

SHEET METAL FLASHINGS, LININGS, COPINGS, ETC

0.6mm Galvanised sheet iron with "Chromadek or similarapproved" finish one side

13 125 x 85mm Eaves gutters with beaded front edge m 112


C 2 . 2 - 1 2 4



14 Extra over eaves gutter for stopped end No 4

15 Extra over eaves rainwater pipe for corner No 2

16 Extra over eaves gutter for outlet for 80mm diameter pipe No 16





21 Extra over eaves rainwater pipe for angle No 6


23 Extra over eaves gutter for stopped end No 8



26 80mm Diameter rainwater pipes m 83

27 Extra over rainwater pipe for 500mm eaves offset No 15


29 Extra over rainwater pipe for shoe No 26

30 100mm Diameter rainwater pipes m 39


32 Extra over rainwater pipe for bend No 16

33 Extra over rainwater pipe for shoe No 12

STORMWATER DRAINAGE

uPVC pipes

34 150mm Pipes laid in and including trenches not exceeding1000mm deep m 15

35 15 Mpa Unreinforced concrete encasing to 150mm horizontalpipe in ground m 15


C 2 . 2 - 1 2 5



The following in catchpits, junction boxes and inletmanholes

36 Excavate and build stormwater catchpit size 700 x 450mminternal and not exceeding 1000mm deep with 150mm thick20Mpa base, one brick sides plastered smooth inside completewith and including 450 x 450 x 6mm heavy duty grating andframe welded on and set in smooth floated benching, etc(washbay) No 2

Sundries

37 Hole side of catchpit for 150mm stormwater pipe No 3

SOIL DRAINAGE

uPVC pipes

38 110mm Pipes vertically or ramped to cleaning eyes etc (noexcavation) m 5


40 110mm Pipes laid in and including trenches exceeding 1m andnot exceeding 2m deep m 80

Extra over uPVC pipes for fittings

41 110mm Bend No 86

42 110mm Access bend No 3

43 110mm Junction No 9

44 110mm Access junction No 20

45 110mm Rodding eye No 7

uPVC gulleys

46 110mm Gulley not exceeding 1m deep No 15

Sundries

47 Unreinforced concrete encasing to 110mm vertical pipe m 5

48 15 Mpa Unreinforced concrete encasing to 110mm horizontalpipe in ground m 33


C 2 . 2 - 1 2 6



49 300 x 300mm Internal cast iron hinge cover and frame asSABS Type 2A set in cocrete over rodding eye No 7

50 Cut into existing manhole exceeding 1m and not exceeding 2mdeep for new 110mm sewer connection including all necessaryfittings, junction, channelling, benching, bends, etc No 1

51 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in soft rock m3 10

52 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in hard rock m3 5

53 Testing drainage pipe system Item

THE FOLLOWING IN PREFABRICATED MANHOLES

Excavate in earth for and including circular type concretemanhole 1050mm internal diamete, formed of 25Mpa/19mmconcrete with 150mm thick walls and bottom, 265mm thickreinforced lid, 75mm thick reinforced spacer slab, etc.,with opening for and including heavy duty manhole coverand frame as SABS type 2A set in cement mortar andsealed in tallow and with fine mass concrete benching inbottom floated smooth with falls to and including 110mmvitrified clay pipe channels and finished on all exposedsurfaces with 25mm thick granolithic with angles roundedincluding all neccessary step irons, etc

54 Manhole not exceeding 1m deep No 5

55 Manhole exceeding 1m and not exceeding 2m deep No 5

56 "Code OT10002 Drizit or similar approved" Underground oilseperator complete including 110mm inlets and outlets No 1

57 450 x 450mm Cast iron light duty manhole cover and frame setin concrete (oil seperator) No 3

SANITARY FITTINGS

Stainless steel

Stainless steel for urinals, basins, quality sinks, wash troughs,institutional equipment, etc shall be type 304 (18/10)

-------------------------


C 2 . 2 - 1 2 7



58 "Franke 352804 or similar approved" Double bowl pot sink1850mm long with code "35470" 40mm diameter legs with onetap hole No 2

59 "Franke Trendline or similar approved" Single bowl sink 800mmlong fitted in top (elsewhere) No 1

60 "Franke Genesis or similar approved" Double bowl sink 1360mm long fitted in top (elsewhere) No 1

"Vaal or similar approved"

61 510 x 410mm "President" white vitreous china under slung lavatory vanity basin for mixer tap (elsewhere) No 12

62 "Lotus" 510 x 405mm White vitreous china wash hand basinwith one tap hole, plug, waste, plug and chain and concealedbrackets No 1

63 "Quartz" Close coupled WC suite comprising white vitreouschina pan with P trap, 9 litre low-level white vitreous chinacistern complete with valveless syphonic fitting, ball valve andmatching flush pipe and heavy duty white double flap seat No 10

64 "Protea" paraplegic wc suite comprising pan with double flapheavy duty plastic seat and 9 litre cistern with side flush levermounted onto left side of cistern or similar approved No 1

65 "Lavatera" White vitreous flat back wall urinal with domicalgrating with spreader and two hanger brackets (flushing valveelsewhere) No 6

uPVC

66 900 x 900mm Shower cubicle base with centre outlet No 6

WASTE UNIONS ETC

"Cobra Watertech or similar approved"

67 32mm Basin waste union No 13

68 38mm Bath or sink waste union No 13

TRAPS ETC

uPVC

69 38 x 50mm Deep seal combination trap No 7


C 2 . 2 - 1 2 8



Brass

70 38mm Anti-vac shower trap with chromium plated grating No 6

71 50mm Anti-vac shower trap with chromium plated grating(cable duct) No 1

Chromium plated

72 32 x 50mm Bottle trap No 13

73 38 x 50mm Bottle trap No 6

TAPS, VALVES, ETC

Brass (including couplings to copper piping)

74 15mm Garden tap No 4

75 15mm Washing machine tap No 1

76 25mm Gate valve No 19

77 25mm Non return valve No 9


79 40mm Pressure reducing valve No 1


81 40mm In line strainer No 1


83 75mm Wheel valve No 3


85 75mm In line strainer valve No 1

86 80mm In line strainer valve No 1

"Cobra Watertech or similar approved"

87 15mm Angle regulating valve No 49

88 15mm "Lotis" Single lever basin mixer No 12

89 15mm CP Basin mixer with lever handle No 1


C 2 . 2 - 1 2 9



90 15mm "LA - 971 Lotis" Swivel sink mixer No 2

91 15mm "Kitchen Classic Stella 3366 - 041 -105T" Wall type sinkmixer with aerated swivel outlet No 1

92 15mm "code 023TU" 400mm Long shower arm No 6

93 15mm "code LA - 956" Shower mixer No 6

94 15mm "code 065" Shower rose No 6

95 FJ6.000 "Flushmaster Junior" urinal flush valve No 6

SANITARY PLUMBING

uPVC pipes

96 50mm Pipes m 40


98 110mm Pipes m 18

Extra over uPVC pipes for fittings

99 50mm Bend No 21

100 50mm Tee No 4

101 110mm Pan connector No 11



104 50mm Access junction No 4

105 110m Access junction No 3

106 110mm Vent valve No 3

Sundries

107 Testing waste pipe system Item

WATER SUPPLIES


C 2 . 2 - 1 3 0



HDPE polyethelene Class 6 piping with O-ring screw typepressure fittings

108 80mm Pipe and excavation not exceeding 1m deep (fireservices) m 155

Extra over polyethylene pipes for fittings

109 80mm Tee No 6

110 80mm Reducer No 12

111 80mm Bend No 28

112 80mm HDPE to steel connector No 4

Galvanised mild steel screwed and socketed pipes andfittings

113 25mm Pipes m 100

114 40mm Pipes m 36

115 75mm Pipes m 14

116 75mm Pipe and excavation not exceeding 1m deep m 79

Extra over galvanised mild steel pipe for fittings

117 25mm Fittings No 32

118 40mm Bend No 8

119 75mm Bend No 11

120 40mm Union No 3

121 75mm Union No 1


123 40mm T No 3

124 75mm T No 3

125 75mm Coupling to HDPE No 3

126 65 x 1000mm Long flexible hose to end of steel pipe No 1


C 2 . 2 - 1 3 1



Class 0, 1 or 2 copper pipes





Extra over class 0, 1 or 2 copper pipes for capillary orbrass compression fittings




134 32mm Bend No 35

135 32mm T No 34


137 32mm Connector No 12

138 32mm Coupling No 36

Sundries

139 Cut into and join 150mm HDPE pipe to existing steel pipe atmuniciple connection including adaptor, all necessary piping,fittings, etc No 1

140 300 x 300mm Meter or valve box including brick chamberbelow not exceeding 500mm deep internally No 1



143 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in soft rock m3 3

144 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in hard rock m3 2


C 2 . 2 - 1 3 2



Copper overflow and service pipes

145 15mm Service pipe 450mm girth No 49

WATER TANKS

146 30 000 Litre sectional steel water tank including structural steelraised platform structure (raised to 3.6m high) including tankvalves, taps, cat ladder, etc including signage No 1

147 "Jo-Jo" or similar approved heavy duty 10,000 litre upright watertank complete with inlets, ball valve, etc No 2

Pumps, etc

148 "Grundfos Product No. MULTI - ECNE5 - 8.3PH 12.4A orsimilar approved" pump set, installed complete as permanufacturer's instructions No 1

ELECTRIC WATER HEATERS

"Kwikot or similar approved"

149 10 Litre "Prisma" over or under basin 1.2KW electric waterheater No 1

150 300 Litre "Megaflo" solar heater with roof mounted solar panelscomplete with electric water heater suitable for heat pump No 2

151 Geyser drip tray No 2

FIRE APPLIANCES ETC

152 65 x 100mm "Woodlands or similar approved" combination firehydrant booster connection with cap and chain set in concretepedestal complete No 3

153 65 x 100mm "Storz or similar approved" Fire hydrantconnection No 1

154 "Everyway or similar approved" hose reel complete with 30mplastic hose, chromium plated stopcock, shut-off nozzle andwall bracket No 3

155 9kg Dry chemical fire extinguisher No 22

TESTING

156 Testing water pipe system Item


C 2 . 2 - 1 3 3



HOLES ETC

Fair cutting and fitting of facings for pipe not exceeding110mm diameter

157 Wall facings No 14

PAINTWORK

Prepare and apply one coat universal undercoatand one full coat high gloss enamel paint

158 On galvanised mild steel pipe not exceeding 300mm girth m 5


C 2 . 2 - 1 3 4



PLUMBING AND DRAINAGE

COLLECTION

Page AmountNo


C2.2-122

C2.2-123

C2.2-124

C2.2-125

C2.2-126

C2.2-127

C2.2-128

C2.2-129

C2.2-130

C2.2-131

C2.2-132

C2.2-133

C2.2-134

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKPLUMBING AND DRAINAGE

C 2 . 2 - 1 3 5




SECTION 2

BILL NO 16

GLAZING

NOTE:


TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors withpolished edges holed for and fixed with chromium plateddome capped mirror screws with rubber buffers to plugs inbrickwork or concrete

1 600 x 800mm high mirror with four screws No 13

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKGLAZING

C 2 . 2 - 1 3 6




SECTION 2

BILL NO 17

PAINTWORK

NOTE:


PAINTWORK ETC TO NEW WORK

ON FLOATED ALL WEATHER COURT CONCRETEFLOORS

Prepare and apply one thinned first coat and two full coatswaterbased acrylic roof paint including silica sandsprinkled on before the paint has set to form slip-freesurface

1 On all weather concrete floors m2 647

2 On helipad concrete floors m2 283

3 Marking demarcation lines 50mm wide m 122

4 Marking demarcation lines 50mm wide circular on plan m 38

5 Marking demarcation lines 100mm wide circular on plan(helipad) m 60

6 Marking demarcation letter 300mm wide (helipad) m 11

ON SCREEDED FLOORS, ETC

Sweep, clean, prepare and apply one coat "PlasconGehopon Sealer code GW7 or similar approved" and applytwo coats epoxy semi-gloss "Plascon Gehopon paint codeGW300" paint

7 Power floated floors m2 524

8 On screeded and plastered cable duct floors and walls m2 30

ON FLOATED PLASTER

Carried to Collection R SECTION NO. 2: BUILDING WORKPAINTWORK

C 2 . 2 - 1 3 7



One coat primer and two coats interior quality PVA paint

9 On internal walls m2 2,474


11 On columns m2 724

12 On slanting columns m2 58

13 On balustrade walls m2 18


15 On raking ceilings of spiral stair m2 23

16 On raking sides of spiral stair m2 14

One coat primer and two coats exterior quality PVA paint

17 On stub columns m2 17


19 On external walls in beamfilling m2 8

20 On plastered brick work columns, beams, etc m2 27


ON PLASTERBOARD

One coat universal undercoat and two coats PVA paint

22 On ceilings m2 5

ON FIBRE-CEMENT

One coat universal undercoat and two coats PVA paint

23 On fascias and barge boards m2 78

24 On ceilings m2 33

ON METAL


C 2 . 2 - 1 3 8



Spot priming defects in pre primed surfaces with zincchromate primer and apply one coat bitumen protectivepaint

25 On columns, etc m2 2

Spot priming defects in pre-primed surfaces withzinc chromate primer and applying oneundercoat and two coats high gloss alkydenamel paint on steel

26 On gates, grilles, etc (both sides measured over the full flatarea) m2 34

27 On doors and frames m2 75

28 On transformer doors and frames m2 33

29 On rectagrid grating, etc m2 32

30 On structural steel columns, purlins, roof trusses, gutters, etc m2 2,135

31 On structural steel columns, etc to water tank m2 60

32 On structural columns, lip channels, etc to carports m2 238

33 On rails, bars, pipes, etc not exceeding 300 mm girth m 90

ON WOOD

One coat universal undercoat and two coats Enamel painton

34 On doors m2 192

35 On shelving m2 47

Three coats varnish

36 On benches m2 15

37 On skirtings, rails, etc not exceeding 300mm girth m 123

38 On skirtings, rails, etc not exceeding 300mm girth to treads andrisers m 38


C 2 . 2 - 1 3 9



PAINTWORK

COLLECTION

Page AmountNo


C2.2-138

C2.2-139

Carried Forward to Summary of Section No. 2 R SECTION NO. 2: BUILDING WORKPAINTWORK

C 2 . 2 - 1 4 0



SECTION SUMMARY - SECTION NO. 2: BUILDING WORK

Bill Page AmountNo No

1 C2.2-52PILING

2 C2.2-56EARTHWORKS

3 C2.2-65CONCRETE, ETC

4 C2.2-70MASONRY

5 C2.2-73WATERPROOFING

6 C2.2-77ROOF COVERINGS, ETC

7 C2.2-86CARPENTRY AND JOINERY

8 C2.2-89CEILINGS, ETC

9 C2.2-90FLOOR COVERINGS, ETC

10 C2.2-100STRUCTURAL STEEL

11 C2.2-105IRONMONGERY

12 C2.2-113METALWORK

13 C2.2-117PLASTERING

14 C2.2-120TILING

15 C2.2-135PLUMBING AND DRAINAGE

16 C2.2-136GLAZING

17 C2.2-140PAINTWORK

Carried to Final Summary R SECTION NO. 2: BUILDING WORK

C 2 . 2 - 1 4 1




SECTION 3

SITEWORKS

BILL NO 1

EARTHWORKS (PROVISIONAL)

NOTE:



Nature of ground

Descriptions of excavations shall be deemed to include allground conditions classifiable as "earth" and where conditionsof a more difficult character are indicated these are separatelymeasured

Carting away of excavated material

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site

DEMOLITIONS ETC

Breaking up and removing

1 Remove existing 2,4m high concrete palisade fence includingposts, bases, etc m 188

2 Remove existing steel sign board 2500 x 1500mm high on two75mm diameter steel posts including 600 x 600 x 600mmconcrete bases No 1

3 Heavy duty concrete road kerbs m 75

Sundries

4 Make good roadway tar against new kerb m 68

REMOVAL OF TREES ETC

Carried to Collection R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETCEARTHWORKS

C 2 . 2 - 1 4 2



Taking out and removing, grubbing up roots and filling inholes

5 Tree exceeding 1000mm and not exceeding 1500mm girth No 5

SITE CLEARANCE ETC

Site clearance

6 Load and remove from site existing rubble material to adumping site to be located by the contractor m3 60

7 Digging up and removing rubbish, debris, vegetation, hedges,shrubs and trees not exceeding 200mm girth, bushes, etc andremove from site to a dumping site located by the contractor m2 8,505

8 Excavate and remove topsoil 100mm deep and deposit on site m2 8,505

BULK EXCAVATION, FILLING, ETC

Open face excavation in earth over sloping site

9 Open face excavation to remove unsuitable material underbuildings not exceeding 2m deep m3 8,280

10 Open face excavation to remove unsuitable material underhelipad and basketball court not exceeding 2m deep m3 338

11 Open face excavation to remove unsuitable material underpaving, etc not exceeding 2m deep m3 1,797

12 Over site under generator concrete base not exceeding 300mmdeep, fill and roughly level m2 30

13 Over site under apron paving, ramps, etc not exceeding300mm deep, fill and roughly level m2 896

Extra over bulk excavation in earth for excavation in

14 Soft rock m3 828

15 Hard rock m3 450


16 Surplus topsoil material from excavations and/or stock piles onsite to a dumping site to be located by the contractor m3 1,112

17 Surplus material from paving excavations and/or stock piles onsite to a dumping site to be located by the contractor m3 2,135


C 2 . 2 - 1 4 3



18 Surplus material from bulk excavations and/or stock piles onsite to a dumping site to be located by the contractor m3 3,280

Keeping excavations free of water

19 Keeping excavations free of all water other than subterraneanwater Item

Compaction of surfaces

20 Compaction of ground surface under apron pavings, ramps, etcincluding scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary andcompacting to 93% Mod AASHTO density m2 896

21 Compaction of ground surface under generator base, etcincluding scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary andcompacting to 93% Mod AASHTO density m2 30

22 Compaction of ground surface under helipad, basketball court,etc including scarifying for a depth of 150mm, breaking downover size material, adding suitable material where necessaryand compacting to 93% Mod AASHTO density m2 966

23 Compaction of ground surface under pavings, etc includingscarifying for a depth of 150mm, breaking down over sizematerial, adding suitable material where necessary andcompacting to 93% Mod AASHTO density m2 4,729

Topsoil filling obtained from the excavations and/orprescribed stock piles on site levelled and lightlycompacted

24 Over site m3 105

25 Behind kerbs, etc m3 58

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 93% ModAASHTO density in layers of 150mm thick

26 Bulk filling under buildings to platforms m3 5,000

Selected filling obtained from the excavations and/orprescribed stock piles on site compacted to 95% ModAASHTO density

27 150mm Thick layer under helipad, basketball court, etc m2 966


C 2 . 2 - 1 4 4



28 150mm Thick layer under apron paving, ramps, etc m2 896

Selected filling supplied by the contractor (G6 filling) andcompacted to 93% Mod AASHTO density

29 150mm Thick layer under apron paving, ramps, etc m2 896


31 150mm Thick layer under paving, etc m2 4,535

32 150mm Thick layer under kerbing, etc m2 195

Selected filling (G5 material) supplied by the contractorcompacted to 95% Mod AASHTO density


34 150mm Thick layer under paving, etc m2 4,535

Prescribed density tests on filling

35 "Modified AASHTO Density" test No 400


C 2 . 2 - 1 4 5



EARTHWORKS

COLLECTION

Page AmountNo


C2.2-143

C2.2-144

C2.2-145

Carried Forward to Summary of Section No. 3 R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETCEARTHWORKS

C 2 . 2 - 1 4 6




SECTION 3

BILL NO 2

PRECAST CONCRETE

NOTE:



Sizes

Blocks, sills, etc measured linear shall be made in suitablelengths. Large size setting out drawings shall be preparedwhere necessary and submitted to the architect for approvalbefore moulds are made

General

Where kerbstones, blocks, etc are laid in ground descriptionsshall be deemed to include necessary excavation, filling in andramming

CEMENT BRICK PAVING

1 50mm Thick "Infraset Masonique" or similar approved cement brick paving of 112 x 224mm bricks laid to falls on 25mm sandlayer with joints filled in with sand and vibrated, including allstraight cutting including approved weedkiller m2 28

60mm Thick 25Mpa "Infraset or similar approved"interlocking paving blocks laid on 20mm thick river sandbed including treating ground with an approved weedkiller

2 Paving laid to falls to roadways, parking, etc m2 398

3 Circular cutting to last m 24

Carried to Collection R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETCPRECAST CONCRETE

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80mm Thick 30Mpa "Infraset or similar approved"interlocking paving blocks laid on 20mm thick river sandbed including treating ground with an approved weedkiller

4 Paving laid to falls to roadways, parking, etc m2 4,136

5 Circular cutting to last m 18

Precast concrete kerbing including excavation, jointing,packing, etc

6 Fig 21 Edge kerbing m 93

7 Fig 3 Heavy duty road kerbing (on flat) m 68

8 Fig 3 Heavy duty road kerbing m 357

9 Ditto circular on plan m 32

PAINTWORK

ON PRECAST CONCRETE

Prepare and paint two coats road marking paint on precastpaving

10 Painted line not exceeding 100mm wide m 95

11 Painted letter or symbol 600 x 600mm extreme No 11

12 Painted arrow 600 x 4000mm extreme No 8

Carried to Collection R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETCPRECAST CONCRETE

C 2 . 2 - 1 4 8



PRECAST CONCRETE

COLLECTION

Page AmountNo


C2.2-148

Carried Forward to Summary of Section No. 3 R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETCPRECAST CONCRETE

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SECTION SUMMARY - SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETC

Bill Page AmountNo No

1 C2.2-146EARTHWORKS

2 C2.2-149PRECAST CONCRETE

Carried to Final Summary R SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING, ETC

C 2 . 2 - 1 5 0




SECTION 4

BILL NO 1

PROVISIONAL SUMS

NOTE:


All provisional sums are nett and make provision for material,fittings and installation by specialist firms. Provisional sums donot include builder's discount but tenderers may allow for profitopposite the appropriate item.

In cases of the tenderer allowing for profit, then the amount willbe adjusted in direct proportion to the final value executed bythe specialist firms

ELECTRICAL INSTALLATION

1 Allow the Provisional Sum of R 2 200 000.00 for electricalinstallation, recticulation and helipad recticulation, executedcomplete by Sub-Contractor Item 2,200,000 00

2 Allow for profit if required Item

3 Allow for attending upon for the use of scaffolding, plant, etcand making good after Sub-Contractor Item

UPS INSTALLATION

4 Allow the Provisional Sum of R 300 000.00 for ups installation,executed complete by Sub-Contractor Item 300,000 00



ALARM INSTALLATION

7 Allow the Provisional Sum of R 30 000.00 for alarm installation,executed complete by Sub-Contractor Item 30,000 00


Carried to Collection R SECTION NO. 4: PROVISIONAL SUMSPROVISIONAL SUMS

C 2 . 2 - 1 5 1




ITC INSTALLATION

10 Allow the Provisional Sum of R 25 000.00 for ITC installation,executed complete by Sub-Contractor Item 25,000 00



GENERATOR INSTALLATION

13 Allow the Provisional Sum of R 300 000.00 for generatorinstallation, executed complete by Sub-Contractor Item 300,000 00



AIRCONDITIONING INSTALLATION

16 Allow the Provisional Sum of R 1 200 000.00 for airconditioninginstallation, executed complete by Sub-Contractor Item 1,200,000 00



HEAT PUMP INSTALLATION

19 Allow the Provisional Sum of R 175 000.00 for heat pumpinstallation, executed complete by Sub-Contractor Item 175,000 00



OXYGEN BOOSTER PUMPS

22 Allow the Provisional Sum of R 550 000.00 for oxygen boosterpumps installation, executed complete by Sub-Contractor Item 550,000 00



C 2 . 2 - 1 5 2




PA AND INTERCOM INSTALLATION

25 Allow the Provisional Sum of R 150 000.00 for PA and intercominstallation, executed complete by Sub-Contractor Item 150,000 00



SMOKE/FIRE DETECTION INSTALLATION

28 Allow the Provisional Sum of R 120 000.00 for smoke/firedetection installation, executed complete by Sub-Contractor Item 120,000 00



STRUCTURED CABLING SYSTEMINSTALLATION

31 Allow the Provisional Sum of R 110 000.00 for structuredcabling system installation, executed complete bySub-Contractor Item 110,000 00



CIRCULAR BALUSTRADING

34 Allow the Provisional Sum of R 80 000.00 for balustrading totower circular on plan, executed complete by Sub-Contractor Item 80,000 00



SKYLIGHT

37 Allow the Provisional Sum of R 25 000.00 for skylight, executedcomplete by Sub-Contractor Item 25,000 00


C 2 . 2 - 1 5 3





ROOF VENTILATOR

40 Allow the Provisional Sum of R 30 000.00 for skylight, executedcomplete by Sub-Contractor Item 30,000 00



GYM EQUIPMENT

43 Allow the Provisional Sum of R 700 000.00 for gym equipment,executed complete by Sub-Contractor Item 700,000 00



LOOSE FURNITURE AND FITTINGS

46 Allow the Provisional Sum of R 1 000 000.00 for furniture,fittings, etc executed complete by Sub-Contractor Item 1,000,000 00



BURGLAR BARS

49 Allow the Provisional Sum of R 90 000.00 for burglar bars,executed complete by Sub-Contractor Item 90,000 00




C 2 . 2 - 1 5 4



STEEL STRUCTURE AND ROOF COVERINGOVER TOWER

52 Allow the Provisional Sum of R 250 000.00 for roof coveringand steel structure over tower, executed complete bySub-Contractor Item 250,000 00



VERTICAL BLINDS

55 Allow the Provisional Sum of R 40 000.00 for blinds, executedcomplete by Sub-Contractor Item 40,000 00



LANDSCAPING, BENCHES, ETC

58 Allow the Provisional Sum of R 150 000.00 for landscaping,executed complete by Sub-Contractor Item 150,000 00



CAT EYES, WINDSOCK, ETC

61 Allow the Provisional Sum of R 10 000.00 for cat eyes,windsock, etc to heli pad, executed complete bySub-Contractor Item 10,000 00



FLAG POLES

64 Allow the Provisional Sum of R 45 000.00 for flag poles,executed complete by Sub-Contractor Item 45,000 00



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SIGNAGE AND FIRE SIGNAGE

67 Allow the Provisional Sum of R 35 000.00 for signage and firesignage executed complete by Sub-Contractor Item 35,000 00



ACCREDITED TRAINING

70 Allow the Provisional Sum of R 100 000.00 for training as,executed complete by Sub-Contractor Item 100,000 00



COMMUNITY LIASON OFFICER

73 Allow the Provisional Sum of R 93 000.00 for community liasonofficer, executed complete by Sub-Contractor Item 93,000 00




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PROVISIONAL SUMS

COLLECTION

Page AmountNo


C2.2-152

C2.2-153

C2.2-154

C2.2-155

C2.2-156

Carried to Final Summary R SECTION NO. 4: PROVISIONAL SUMSPROVISIONAL SUMS

C 2 . 2 - 1 5 7



FINAL SUMMARY

Section Page AmountNo No

1 C2.2-46SECTION NO. 1: PRELIMINARIES

2 C2.2-141SECTION NO. 2: BUILDING WORK

3 C2.2-150SECTION NO. 3: SITE WORKS, ROADWAYS, FENCING,ETC

4 C2.2-157SECTION NO. 4: PROVISIONAL SUMS

Sub-TotalR

ADD Contingency of 10% R

Sub - Total 2 R

ADD: Value Added Tax (VAT) calculated at the rate of 14% R

TOTAL CARRIED TO FORM OF TENDER R

Carried to Form of Tender R

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