bill 1 preliminaries notes - dms qs reduced scope.pdf · · 2010-07-21bill 1 preliminaries notes...

Item Quantity Rate AmountNo

BILL 1

PRELIMINARIES

NOTES

NOTES: The agreement is to be the JBCC Series 2000 PrincipalBuilding Agreement prepared by the Joint Building ContractCommittee July 2007 edition 5.0 code 2101

The ASAQS Preliminaries (November 2007 Edition) publishedby the Association of South African Quantity Surveyors for usewith the said JBCC Principal Building Agreement shall bedeemed to be incorporated herein.

Tenderers are referred to the abovementioned documents forthe full intent and meaning of each clause thereof. Theseclauses are hereinafter referred to by clause number andheading only.

Where standard clauses or alternatives are not entirelyapplicable to this contract such modifications, corrections orsupplements as will apply are given under each relevant clauseheading and such modifications, corrections or supplementsshall take precedence notwithstanding anything contrarycontained in the abovementioned documents.

Where any item is not relevant to this specific contract suchitem is marked N/A, signifying "not applicable".

PREAMBLES FOR TRADES

The Model Preambles for Trades (1999 Edition) as publishedby the Association 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 are incorporated in these Bills ofQuantities to satisfy the requirements of this project. Suchsupplementary preambles shall take precedence over theprovisions of the said Model Preambles. The contractor'sprices for all items throughout these Bills of Quantities musttake account of and include for all of the obligations,requirements and specifications given in the said ModelPreambles and in any supplementary preambles.

Carried to Collection R Section No. 1SECTION 4A - PRELIMINARIESBill No. 1Preliminaries2010J023Cuff

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SECTION A : PRINCIPAL BUILDINGAGREEMENT

Definitions (A1)

A Definitions and Interpretation Item

Objective and Preparation (A2-A14)

B Offer, acceptance and performance obligations Item

C Documents Item

D Design Responsibility Item

E Employer's Agents Item

F Contractor's Site Representative Item

G Compliance with laws and regulations Item

H Works Risk Item

J Indemnities Item

K General Insurances Item

L Special Insurances Item

M Effecting Insurances Item

N Assignment Item

P Security Item

Execution (A15- A23)

Q Preparation for and execution of the works Item

R Site and Access Item

S Specific security and access restrictions apply. ReferSection C of Preliminaries. Item


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A Contract Instructions

Supervision by the Principal Agent and other Agents isintended as a means of checking the interpretation of workdone and providing clarification and further informationwhere required during the progress of the work.Supervision shall not in any way relieve the contractor ofhis responsibility for ensuring that the work is carried outsatisfactorily in all aspects, in good time and in accordancewith the contract. Although the principal Agent and theother Agents will make spot checks from time to time ondimensions and levels as the work proceeds, checking ofthe setting out, dimensions levels and positioning for allitems is the contractors responsibility and should anyerrors occur during the course of or be found aftercompletion of the Works, the cost of remedying same willbe for the Contractor's account. Item

B Setting out of the Works Item

C The contractor shall notify the principal agent if anyencroachments of adjoining buildings, structures,boundries, etc. exist in order that the necessaryarrangements may be made for the rectification of anysuch encroachments. Item

D Temporary Works and Plant Item

E Nominated subcontractors Item

F Selected subcontractors Item

G Employer's Direct Contractors Item

H Contractor's domestic subcontractors Completion (A24-A30) Item

Completion (A24-A30)

J Practical Completion Item

K Works Completion Item

L Final Completion Item

M Nothing in clause 26 shall be construed so as to restrict orremove in any way the contractor's liability for any latentdefects and any insufficiencies in the works or materialsnor to prescribe the employers common law rights in anyway. Item


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A Latent defects liability period Item

B Sectional Completion Revision of date for Practicalcompletion. The removal and replacement of materialsand/or workmanship that do not conform to the descriptionshall not constitute grounds for an extension of theconstruction period nor for an adjustment to the contractsum. Item

C Penalty for late or noncompletion Item

Payment (A31- A35)

D Interim Payment - Notwithstanding this or any otherclause, materials and goods stored off site shall not beincluded in the amount authorised for payment. Item

E Material on site shall be paid to the maximum asdetermined by the Employers Financier. Item

F Clause 31.9 : Replace "seven (7) calendar days" with"fourteen (14) calendar days." Item

G Adjustment to the Contract ValueAll fluctuations in costs, with the exception of fluctuationsin the rate of Value Added Tax, shall be for the account ofthe contractor. Where prices are submitted by thecontractor or n/s subcontractor during the progress of theworks in respect of contract instructions or in regard to aclaim under the terms of the contract and notwithstandingthe fact that such prices may be used in an interimpayment certificate, there is to be no presumption ofacceptance. Should the principal agent wish to accept anysuch prices prior to the issue of the Final PaymentCertificate, it shall be in writing. CPAP is not applicable. Item

H Recovery of expense or loss Item

J Final Account and Final Payment Item

K Payment to other parties Item

Termination (A36- A39)

L Termination by Employer - Contractor's default Item

M Termination by Employer - Loss and damage Item

N Termination by Contractor - Employer's default Item


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A Termination - cessation of the works Item

Disputes (A40)

B Settlement of Disputes Item

C Clause 41.0 - Post Tender Provisions - The required posttender information shall be inserted in the post tenderprovisions after consultation with the contractor. Item

D Contract Agreement (A41-A42) Item

E Clause 42.0 - Contractual Agreement. The requiredinformation of the contracting parties and the amount ofthe accepted contract sum shall be inserted in thecontractual agreement for signature of the agreement bythe contracting parties. Item

SECTION B - PRELIMINARIES

Definitions and interpretation

F Clause 1.0 - Definitions and interpretation Item

Documents

G Clause 2.1 - Checking of documents Item

H Clause 2.2 - Provisional bills of quantitiesThese bills of quantities are in multiple procurement format- are provisionally measured and the subsequent tradesare budgetary allowances and selected/ nominatedsubcontract amounts. Item

J Clause 2.3 - Availability of construction documentationThe budgetary allowances and Selected/nominatedsubcontract amounts allocated for subsequent tradesincluded in this document will be separately procured,based on multiple procurement of subcontractors duringthe construction period. Item

Previous work and adjoining properties

K Clause 3.1 - Previous work - dimensional accuracy Item

L Clause 3.2 - Previous work - defects Item

M Clause 3.3 - Inspection of adjoining properties Item


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Samples, shop drawings and manufacturer's instructions

A Clause 4.1 - Samples of materials Item

B Clause 4.2 - Workmanship samples Item

C Clause 4.3 - Shop drawings Item

D Clause 4.4 - Compliance with manufacturer's instructions Item

Deposits and fees

E Clause 5.1 - Deposits and fees Item

Temporary services

F Clause 6.1 - Water Item

G Clause 6.2 - Electricity Item

H Clause 6.3 - Telecommunication facilities Item

J Clause 6.4 - Ablution facilities Item

Prime cost amounts

K Clause 7.1 - Responsibility for prime cost amounts Item

Special attendance on n/s subcontractors

L Clause 8.1 - Special attendance Item

General

M Clause 9.1 - Protection of the works Item

N Clause 9.2 - Protection/isolation of existing/sectionallyoccupied works Item

P Clause 9.3 - Security of the works Item

Q Clause 9.4 - Notice before covering work Item

R Clause 9.5 - Disturbance Item

S Clause 9.6 - Environmental disturbance Item

T Clause 9.7 - Works cleaning and clearing Item

U Clause 9.8 - Vermin Item


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A Clause 9.9 - Overhand work Item

Schedule of variables

Information necessary for elections and completion of thoseclauses contained in the schedule which are necessary fortender purposes is given in Section 2 : "Contract Data EC"

SECTION C: SPECIFIC PRELIMINARIES

B Where warranties for materials and/or workmanship arecalled for, the contractor shall obtain a written warranty,addressed to the employer, from the firm supplying thematerials and/or doing the work and shall deliver same tothe principal agtent on the certified completion of thecontract. The warranty shall state that workmanship,materials and installation are warranteed for a specifiedperiod from the date of final completion and that anydefects that may arise during the specified period shall bemade good at the expense of the firm supplying thematerials and/or doing the work, upon written notice to doso. The warranty will not be enforced if the work isdamaged by defects in the construction of the building inwhich case the responsibility for replacement shall restentirely with the contractor. Item

SHOP DRAWINGS

C The contractor and/or nominated/selected sub-contractorshall prepare and submit, at his own expense, three (3)copies of shop drawings of all fabricated work, working orsetting out drawings shop details and schedules to theprincipal agent for approval prior to commencement ofmanufacture. Correction of shop drawings shall notconstitute a change in scope of work unless the contractornotifies the principal agent in writing within seven (7) daysand shall not proceed with fabrication until so authorizedby the architect. Item


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SAMPLES

A Samples are physical examples furnished by thecontractor to illustrate materials, equipment orworkmanship and to establish standards by which the workwill be judged. The contractor shall furnish without delaysuch samples and "mock ups" as may be called for by thearchitect who may reject all material and workmanship notcorresponding with the approved samples. Samples mustbe submitted in duplicate or as instructed and must allow areasonable time for their consideration. Samples must beproperly labelled with the project name and location,contractor's name, the type, finish composition ofmaterials date of submission and the contract documentreference in which the project is identified. Item

OVERTIME

B Should overtime be required to be worked for any reasonwhatsoever, the costs of such overtime are to be borne bythe contractor unless the principal agent has specificallyauthorized in writing, prior to the execution thereof, thatcosts for such overtime are to be borne by the employer. Item

CO-OPERATION OF CONTRACTOR FOR COSTCONTROL

C It is specifically agreed that the contractor accepts theobligation of assisting the professional consultants inimplementing proper cost control in an effort to preventthe final building cost from exceeding the budget. It isspecifically agreed that the professionals and thecontractor will endeavour to agree and sign off variationswithin sixty days of them arising. Item

PROPRIETARY BRANDED PRODUCTS

D The contractor shall take delivery of, handle, store, useapply and/or fix all proprietary branded products in strictaccordance with the manufacturer's instruction afterconsultation with the manufacturer's authorizedrepresentative. Item

AS-BUILT DRAWINGS

E The position of construction breaks and the extent ofindividual concrete pours are to be recorded by thecontractor on the structural engineer's drawings and are tobe submitted to the principal agent and the structuralengineer for their records. Item


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SITE INSTRUCTIONS

A Site instructions issued on site are to be recorded intriplicate in a site instruction book which is to bemaintained on site by the contractor. Item

LABOUR RECORD

B At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form,reflecting the number and description of tradesmen andlabourers employed by him and all subcontractors on theworks each day. Item

PLANT RECORD

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

HEALTH AND SAFETY ACT (Act 85 of 1993)

D Compliance with the current Occupation Health and SafetyAct and all relevant and applicable regulations, especiallythe Construction Health & Safety Act, (as amended) for theduration of the contract. Item

HIV AND AIDS POLICY

E Observation of all legislation, policies and by-lawsregulating the "AIDS" endemic and "HIV" prevention,treatment and observation. Item

NON CESSION OF MONIES

F The contractor shall not cede nor assign his rights orclaims to any monies due or to become due under thiscontract and no purported cession or assignment will berecognised without the written consent of the employer. Item

INSPECTION BY ARCHITECT

G The Architect shall make such visits to the Works as hemay from time to time deem necessary. In the event of anymatter arising which the Contractor considers of suchimportance that the Architect must be consulted, everyreasonable attempt shall be made by the Contractor tocommunicate with him before proceeding with the point atissue. Item


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A It must, however, be borne in mind that the Architect isemployed, to ensure correct compliance with the terms ofthis contract, proper building procedures in accordancewith the best traditions of the various trades and adequatefinishes as specified and to his satisfaction. The Architectis thus in no way responsible for any act or omission on thepart of the Contractor which may result in any patent orlatent defects in materials or workmanship, breach orneglect of any local regulations. The Contractor thereforeremains at all times responsible for any neglect, deviationor wrong act, whether the same be discovered before orafter the final certificate, or any other certificate is issued. Item

SETTING OUT OF BUILDINGS

B A registered Land Surveyor shall set out the works, gatherall relevant data such as datum levels, platform heightsetc. and hand this information to the Principal Agent in anelectronic format. The contractor shall submit on a weeklybasis and updated "Schedule of Information Required" toall parties concerned, indicating dates upon which suchinformation and details are required in relation to thebuilding programme. Timeous advanced notice is to begiven by the contractor for information or drawings whichare required on site. The contractor shall be responsiblefor the timeous notification to the Quantity Surveyor toenable him to call for tenders for all work to be executedby selected sub-contractors and shall, therefore, notify thequantity surveyor in writing at least fourteen (14) days priorto required availability date of these tender documents. Noclaim whatsoever will be afterwards admitted due to thecontractor having failed to comply with this condition. Item


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DRAWINGS AND DIMENSIONS

A Upon receipt of detail drawings for any works, thecontractor shall, before putting that work in hand, ascertainthat the dimensions given on the detail drawingscorrespond with the dimensions of any work already built.In the event of a discrepancy between the detail drawingsand the work already built, the discrepancy, shall bebrought to the principal agent's attention who shall decidethe procedure. All drawings, whatever their origin, are tobe issued to the site, or to any other designated person orpersons, only through the principal agent's office and shallbear the principal agent's office stamp and signature. Anup to date register of all drawings issued to the contractorshall be kept on the works. Any other drawings used on thesite will be used at the contractor's risk and should anywork be incorrect due to the use of unauthorised drawings,the cost of rectifying such work shall be for the contractor'saccount. All drawings used on the works shall be properlymounted on suitable sheet material, or otherwiseprotected and kept in good condition. Any drawingsbecoming bleached or otherwise obscured so that theycannot be properly read shall be returned to the principalagent for replacement, as any errors due to misreading ofdamaged or obscured drawings shall be made good by thecontractor at his own expense. Item

INJURY TO PERSONS OR PROPERTY

B The Contractor shall in terms of the Compensation forOccupational Injuries and Diseases Act, 1993 (Act 130,1993) (COID Act) be registered with the Director Generalof the Department of Labour as an Employer by the namein which the accepted tender was submitted and for theintended line of business pertaining to the Contract and therelevant COID Act Section 83 Assessments shall be keptfully paid up throughout the duration of the Contract. TheContractor must allow under this clause for allrequirements as specified in the Compensation forOccupational Injuries and Diseases Act, 1993 (Act 130,1993) and must fully adhere to all requirements and shouldallow to comply with all the relevant Legislation, as well asC.S.I.R Internal Services Health and Safety Specification -Annexure A. A safety audit will be done on a regular basisof all requirements. Item


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MEDIA RELEASES, ADVERTISING, ETC

A All right of publication of articles in the media, together withany advertising relating to, or in any way connected withthis project shall vest in the employer. The contractor,together with his sub-contractors shall not, without thewritten consent of the employer, cause any statement oradvertisement to be printed, screened or aired by themedia. Item

SECURITY

B The site is within a security village. The contractor will besubject to the rules of the estate as it may apply andchange from time to time. Working hours are restricted.The current allpicable rules form part of this tenderdocument and is attached. Workers, supervisors,suppliers, sub-contractors may be required to register andpay for a contractor's access card Item

PRIME COST AMOUNTS

C Notwithstanding any information to the contrary in thecontract document or preliminaries, references to "PrimeCost" or "PC" shall mean the cost at which an item ormaterial is obtained inclusive of delivery to site andexclusive of value added tax. Unless otherwise statedinstallation is not included in the Prime Cost and thecontractor is to include this in his rate. The prime Costdoes not include any allowance for wastage and refers tocost per net measurable unit. The contractor is to allow forwastage, shrinkage, bulking etc. Item


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Section No. 1

SECTION 4A - PRELIMINARIES

Bill No. 1

Preliminaries

SUMMARY

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Carried to Final Summary R Section No. 1SECTION 4A - PRELIMINARIESBill No. 1Preliminaries2010J023Cuff

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BILL NO 1

ALTERATIONS

SUPPLEMENTARY PREAMBLES

View site

Before submitting his tender the contractor shall visit the siteand satisfy himself as to the nature and extent of the work to bedone and the value of the materials contained in the buildingsor portions of the buildings to be demolished. No claim for anyvariations of the contract sum in respect of the nature andextent of the work or of inferior or damaged materials will beentertained

General

Water supply pipes and other piping that may be encounteredand found necessary to disconnect or cut, shall be effectuallystopped off or grubbed up and removed, and any newconnections that may be necessary shall be made with properfittings, to the satisfaction of the principal agent

Making good of finishes shall include making good of the brickand concrete surfaces onto which the new finishes are applied,where necessary

The contractor will be required to take all dimensions affectingthe existing buildings on the site and he will be held solelyresponsible for the accuracy of all such dimensions where usedin the manufacture of new items (doors, windows, fittings, etc)

Removing of material shall include loading and carting away toa dump-site located by the contractor. It shall include anydimping fees etc

Old materials

Old materials resulting from the alterations and demolitions areto be removed from the site unless otherwise specified

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 1Alterations2010J023Cuff

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Notices

Special care is to be experienced not to interfere unnecessarilywith any electrical or telephone installations that may be metwith and due notice is to be given to the Principal Agent whenany disconnections or removal of wires, fittings, etc arenecessary and the contractor is to afford every facility to theelectricians carrying out this work

Demolitions

All demolition work is to be carried out in accordance with theLocal By-laws and to the requirements of the requirements ofthe Local Health Authorities. The contractor is to allow forgiving notices and paying any fees related to municipalrequirements

All demolition work is to be carried out in strict accordance withthe instructions and to the satisfaction of the Principal Agent

Temporary coverings, Screens etc.

The contractor will be held responsible for any damage toproperty or goods in the existing buildings due to his not havingtaken adequate precautions, and all damage caused is to bemade good at the contractors own expense. The contractormust provide for all necessary screens, partitions, tarpaulins,barriers, signage, demarcation etc. to protect the work andprevent any nuisance from dust as may be required or directed.

Damage to persons or property

The contractor will be held responsible for any damage topersons or property and for the safety of the structures and heis to allow for protecting and indemnifying persons using theexisting buildings from injury by virtue of the buildingoperations, including providing necessary barriers, signs, etc.

Setting out

All dimensions affecting work in the existing buildings are to betaken on the site and the contractor will be responsible fortaking correct sizes of all new work, the sizes given in this billare approximate.


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Making good

Prices for all works described throughout the Bills of Quantitiesare to include for making good, whether specifically mentionedor not in all trades except Painting, unless otherwise described.

The contractor must make good to existing work damaged ordisturbed through alterations and to existing work remainingafter doors, screens, fittings, walls, etc are removed, by fitting inshort lengths of skirtings, architrave's, etc. and taking out andmaking good suspended ceilings and floors on necessaryjoists etc. Plaster finishing to walls and ceilings and renderingfloor tiles, etc, to floors for facing up walls with brickwork cut,toothed and bonded to existing with facing bricks, quarry tilesor common brickwork to receive finishing, unless otherwisedescribed

All materials in making good are to match existing and the workis to be left complete and perfect in every respect.

Fixing in position

Fixing new and re-fixing existing materials is to include forcutting and fitting over existing skirtings, cornices, quadrants,etc. or for cutting existing work and for finishing up to new andfor making good as previously described

Re-fixing existing materials is to include for all necessarycutting to suit, forming mitres, fair ends, etc, for supplying shortlengths of new materials to make up for any deficiencies andfor supplying new screws, nails, etc. as is necessary.

Junction of new and existing

Making good at junctions of new and existing works is toinclude for piercing out, cutting through and removing shortlengths of existing materials and for jointing to match existing.

Credit For old Materials

Provision is made in the final summary to quote the value ofmaterials in summary to be taken into consideration whenadjudicating the tenders. The rates below are to be free of saidvalues. Only items marked as "(Credit)" to be taken intoconsideration

REMOVAL OF EXISTING WORK


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Break down and remove brickwork etc

A One brick wall with facebrick finish one side (Gables) m2 15

Hack up and remove

B Surface bed 100mm thick, level and compact to receivenew surface bed m2 40

C Surface bed 100mm thick, excavate and remove in situmaterial, level and compact to receive new surface bed85mm lower than before m2 44

D Conrete strip footing 600 x 300mm m 5

Take up / hack up / hack off, remove and prepare to receivenew finish

E Ceramic floor tiles m2 9

F Ceramic wall tiles m2 12

G Stretch carpets m2 79

Carefully take out and remove sanitary fittings and tapsand prepare water supply pipes and waste pipes for newfiittings to be installed later, including temporary pluggingand blocking off (Credit)

H Wash hand basin on and including wall bracket, with twopillar taps No 1

J Wash hand basin on and including pedestal, with two pillartaps No 1

K WC Pan and Cistern No 2

L Built-in PVC bath and mixer / taps No 1

M Shower undertile stopcocks / mixer, shower arm and rose No 2

N Sink and mixer No 1

Take down and set aside for re-use

P Single timber door No 3

Q Carefully remove Main Roof structure (approx 140m2)including Roof Coverings and wood work to be kept asidefor later use (Credit) Item


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Take down or out and remove including cutting, grindingetc as may be required

A Gypsum ceilings and brandering m2 125

B Sheet metal roof cladding (Credit) m2 179

C Steel balustrades (Credit) m 22

D Single timber door (Credit) No 1

E Sliding alumimium door size 3250 x 2125mm highincluding removal of precast concrete lintel and includingtemporary propping of overhead brickwork(Credit) No

F Glazed steel window size 600 x 900 mm high from onebrick wall with facebrick one side and plaster other sideincluding removal of precast concrete lintel, clay sloping silland prepare to receive new aluminium window (elsewhere)and including temporary propping of overhead brickwork No 2

G Glazed steel window size 1700 x 2125 mm high from onebrick wall with facebrick one side and plaster other sideincluding removal of precast concrete lintel, clay sloping silland prepare to receive new aluminium window (elsewhere)and including temporary propping of overhead brickwork No 1

H Glazed steel window size 1500 x 1500 mm high from onebrick wall with facebrick one side and plaster other sideincluding removal of precast concrete lintel, clay sloping silland prepare to receive new aluminium window (elsewhere)and including temporary propping of overhead brickwork No 1

J Glazed steel window size 2500 x 1500 mm high from onebrick wall with facebrick one side and plaster other sideincluding removal of precast concrete lintel, clay sloping silland prepare to receive new aluminium window (elsewhere)and including temporary propping of overhead brickwork No 1

K Kitchen floor and wall cabinets (Credit) Item

L Toiletroll holders, soapdishes, curtain tracks, mirrors, towelrails etc (Credit) Item

M Carport roof steel structure (approximately 40m2) includingsupports, brackets etc (Credit) Item

N Patio steel roof structure (approximately 30m2) includingsupports, brackets etc (Credit) Item


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Take out and remove and set aside for later re-fitment insame position

A Sliding door size 3250 x 2125mm high including protectoinof bottom sliding track during construction and includingremoval of top track and precast concrete lintel andprepare to receive new aluminium sliding folding door(elsewhere) and including temporary propping of overheadbrickwork

No 3

Chisel out and remove, and prepare for new brickwork

B Single steel door frame No 1

C Single steel door frame and prepare opening to receivenew aluminium door (elsewher) No 1

Carefully disassemble and set aside for later re-installation

D Wardrobe 3250mm long x 2470mm high No 1.00

Cut into existing and remove

E 100mm Thick concrete surface bed and excavate 400mmdeep below for new foundation 700mm wide x 230mmthick (elsewhere) inlcuding backfill, making good surfacebed and screeds m 6

F 100mm Thick concrete surface bed and demolish andremove patio foundation wall average 800mm high m 12

G Half brick wall with facebrick finish both sides in smallpanel to accommodate staircase protrution size 1000 x500mm high(including cutting into existing and makinggood all finishes) No 1

H One brick wall with facebrick finish both sides in panel toaccommodate window (includding cutting into existing andmaking good all finishes) m2 8

Cut into and leave remaining in place

J Cut into existing roof sheeting through purlins m 12


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Section No. 2

SECTION 4B - BUILDING WORKS

Bill No. 1

Alterations

SUMMARY

Page AmountNo


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Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 1Alterations2010J023Cuff

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BILL 2

EARTHWORKS ( PROVISIONAL)


Engineer's Specification

Refer to the specifications prepared by Ellis Engineers dated 5March 2010

Net measurements

All units of measurement are net and no allowance have beenmade for bulking

Nature of ground

The nature of the ground is assumed to be loose sandy/ claymaterial, therefore "earth", but possibly interspersed with "hardrock" or "soft rock"

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, paying any fees levied by theauthorities including estate management, etc

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavation in earth not exceeding 2m deep (

A Trenches and Holes m3 13

B Holes for underpinning alongside and below existingfoundations (over-excavation to allow for 1m wideworkspace included). Rate to include risk of collapse ofsides. m3 18

Extra over trench and hole excavations in earth forexcavation in (including allowance for excavation for raftfoundation)

C Soft rock m3 1

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 2Earthworks2010J023Cuff

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A Hard rock m3 1

Extra over underpinning excavations in earth forexcavation in

B Soft rock m3 2

C Hard rock m3 1

Extra over all excavations for carting away (Raftsexcavation elsewhere)

D Surplus material from excavations and/or stock piles onsite to a dumping site located by the contractor. m3 20

Risk of collapse of excavations (Rafts excavationelsewhere)

E Sides of trench and hole excavations not exceeding 1,5mdeep m2 41

Keeping excavations free of water (Rafts excavationelsewhere)

F Keeping excavations free of all water other thansubterranean water Item

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 95% ModAASHTO density (Rafts excavation elsewhere)

G Backfilling to trenches, holes, etc m3 19

SOIL POISONING

Soil insecticide (Under Rafts is measured elsewhere)

H To bottoms and sides of trenches etc m2 64

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 2Earthworks2010J023Cuff

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Section No. 2


Bill No. 2

Earthworks

SUMMARY

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Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 2Earthworks2010J023Cuff

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BILL 3

CONCRETE, FORMWORK ANDREINFORCEMENT


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)

Formwork

Description 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.

Formworks to soffits of solid etc shall be deemed to be slabsnot 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"

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 3Concrete Formwork & Reinforcement2010J023Cuff

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UNREINFORCED CONCRETE

25MPa/19mm concrete

A Aprons, vanities, seats, etc m3 1

B Surface beds m3 3

C Surface beds, in patching m3 1

REINFORCED CONCRETE

25MPa /19mm concrete

D Strip footings and column footings m3 6

E Underpinning of existing foundations m3 8

F Slabs including beams and inverted beams m3 20

G Stairs and landings m3 2

TEST BLOCKS

H Making and testing of three 150 x 150 x 150mm concretestrength test cubes per set No 20

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a steel trowel

J Surface beds, slabs, etc m2 13

ROUGH FORMWORK (DEGREE OF ACCURACYIII)

Rough formwork to sides

K Underpinning footings m2 16

L Upstand beams m2

M Edges, risers, ends and reveals not exceeding 300mmhigh or wide. (Note edge of slab where supported in centreof 230mm brickwall is not measured.) m 107

N Sloping and stepped outer edges of stairs not exceeding300mm high extreme m 15


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Rough formwork to soffits

A Slabs propped up not exceeding 3,50m high m2 105

B Landings m2 1

C Stairs with sloping soffits propped up not excedding 3,50mhigh m2 7

Rough formwork to sides and soffits

D Beams and inverted beams propped up not exceeding3.5m high m2 16

SLEEVES

0,6mm uPVC sleeves for pipes exceeding 100mm and notexceeding 200mm diameter

E Sleeves exceeding 250mm and not exceeding 500mmlong No 10

REINFORCEMENT

Mild steel reinforcement to structural concrete work

F 8 mm Diameter bars MS t

High tensile steel reinforcement to structural concretework

G 32mm Diameter bars t 3.139

H 25mm Diameter bars t

J 20mm Diameter bars t

K 16mm Diameter bars t

L 12mm Diameter bars t

M 10mm Diameter bars t


- 2 6 -

Section No. 2


Bill No. 3

Concrete Formwork & Reinforcement

SUMMARY

Page AmountNo


-25-

-26-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 3Concrete Formwork & Reinforcement2010J023Cuff

- 2 7 -


BILL 4

PRECAST CONCRETE


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

PRECAST CONCRETE

Precast lintels 75x110mm

A Standard precast concrete lintels m 42

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 4Precast Concrete2010J023Cuff

- 2 8 -


BILL 5

MASONRY


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

Hollow walls etc

Descriptions of hollow walls shall be deemed to include leavingevery fifth perpend of the bottom course of the external skinopen as a weep hole.

Walls in two skins described as "bagged and sealed" shall bedeemed to include having the outer face of the inner skinbagged with 1:6 cement and sand mixture and sealed with twocoats "Brixeal" bitumen emulsion waterproofing coating.

Face bricks

Face Bricks shall be ordered timeously to obtain uniformity insize and colour. Face Bricks to be selected from three palletssimultaneosly to avoid to ensure uniformity of colour.

Pointing

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

FOUNDATIONS

Brickwork of NFP bricks in class II mortar

A 230m Brick walls m2 23

B Mass brickwork in Piers and Columns m3 1

SUPERSTRUCTURE

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 5Masonry2010J023Cuff

- 2 9 -

Brickwork of NFP bricks in class II mortar

A Mass brickwork in Piers and Columns m3 9

B Chimneys m3

C 115mm walls m2 24

D 230mm Walls m2 110

E 230mm Walls in bricking up openings m2 2

BRICKWORK SUNDRIES

Brickwork reinforcement

F 75mm Wide reinforcement built in horizontally m 104

G 150mm Wide reinforcement built in horizontally m 282

Turning pieces

H 115mm Wide turning piece to lintels etc m 28

Built-in Braai.

J Built-in Braai unit including flue and cowl at PC of R 4,000including delivery No

FACE BRICKWORK

Facebrick with square recessed horisontal and verticaljoints pointed maximum 10mm deep.(PC AmountR1,800.00 per thousand delivered)

K Extra over brickwork for face brickwork in foundations m2 18

L Extra over brickwork for face brickwork m2 131

M Extra over brickwork for face brickwork in bricking upopenings m2 2

N Brick-on-edge window sill set sloping m 12

P Brick-on-edge lintel exposed on face and 110mm soffit m 20

Q Brick-on-edge lintel exposed on face and 110mm soffit, inexisting wall where precast lintel removed, includingmaking good of joint with facebrick finishes above m 8


- 3 0 -

STONE WALL LININGS ETC

150mm Wide rough cut slate lining of 10mm to 20mm thickrandom size natural slate dry pack lining ) Contract rate toinclude material at Prime Cost of R 450/m2 delivered,labour, adhesive, jointing, wall ties as required, mark-up

A On Walls m2 5

PAVING

110 x 220 x 50mm Brick pavers (PC amount R 130.00/m2)on 50mm riversand on approved weedkiller, includingpreparation.

B Paving to falls, including edges, cutting etc m2 63


- 3 1 -

Section No. 2


Bill No. 5

Masonry

SUMMARY

Page AmountNo


-30-

-31-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 5Masonry2010J023Cuff

- 3 2 -


BILL 6

WATERPROOFING


Waterproofing

Waterproofing of roofs, basements, etc shall be laid under a tenyear guarantee. Waterproofing to roofs shall be laid to evenfalls to outlets etc with necessary ridges, hips and valleys.Descriptions of sheet or membrane waterproofing shall bedeemed to include additional labour to turn-ups and turn-downs

DAMP-PROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brickgrip DPC"embossed damp proof course.

A In walls m2 13

B Under Cills m2 8

One layer of 250 micron "Gunplas USB Green " waterproofsheeting sealed at laps with "Gunplas Pressure SensitiveTape".

C Under Floors m2 40

D Under screeds m2 14

WATERPROOFING TO BALCONIES

One layer Derbigum Cover Grade CG3 and one layer CG4torch on waterproofing Membrane with 75mm side lapsand 100mm end laps on concrete or screed surfaces, byapproved specialist being a member of the GautengWaterproofing Association. Installation to carry a ten yearguarantee

E On concrete floors m2 14

F Seal edges at junction with parapet or balustrade includingcounter flashing m 8

WATERPROOFING TO WALLS, PARAPETS, ETC

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 6Waterproofing2010J023Cuff

- 3 3 -

Three coat "Fibre seal" fibre reinforced Acrylicwaterproofing per manufacturer's specification

A On parapet walls including 85mm turn down to bottom oftop corbelling course m2 20

B On walls and floors of showers m2 15

C Stepped Flashings Above Existing Roof m 8

JOINT SEALANTS ETC

Silicone sealing compound including backing cord, bondbreaker, primer, etc

D 5 x 10mm In joints between tiles and sanitary fitting orworktop, etc m 18

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 6Waterproofing2010J023Cuff

- 3 4 -

Section No. 2


Bill No. 6

Waterproofing

SUMMARY

Page AmountNo


-34-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 6Waterproofing2010J023Cuff

- 3 5 -


BILL NO ?

ROOF COVERINGS

User note

Where battens for roof coverings form part of the plate nailedtimber roof truss design it shall be included under the roofconstruction in the "Carpentry and Joinery" trade and not underthis trade

ROOF SHEETING

User note

The fixing recommendations of the manufacturer of the tilesused for the specific region and/or situation are to beincorporated as supplementary preambles

Roof sheeting fixed with no 14 Topspeed Hex Head screwswith neoprene gasket washers at 600mm centres tospecification to timber purlins (purlins elsewhere).

A Corrugated Roof Sheeting obtained from removal ofprevious roof structure to be used on new roof structure,with a pitch not exceeding 25° m2 138

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 7Roof Coverings2010J023Cuff

- 3 6 -


BILL 7

CARPENTRY AND JOINERY


Roofs

Roof trusses to be designed and constructed with soft woodstructural timber to include for live loads, wind loads and to taketile roof covering, purlins and fibre cement of gysumplasterboard ceilings with brandering. Each roof truss shallhave all its members accurately cut and close butted togetherand rigidly fixed by CSIR approved patented galvanized metalspiked connectors, fixed on both sides of each intersection byan approved method, all in accordance with the manufacturer'sinstructions.

The design, manufacture and transportation of the roof trusses,bracing, etc. shall be under the control of a registered Engineerin accordance with SABS 0243 and it shall be required from themanufacturer of the trusses to lodge a written guarantee thathis construction has been designed by a qualified StructuralEngineer and that he is in possession of a capability certificateissued by the Institute for Timber Construction an approved bythe Repressentative/agent.

The tenderer's attention is drawn to the fact that the tenderdrawings only represent the overall size and bearing points ofthe trusses and not the required design.

Erection must be carried out as described in "The Erection andBracing of Timber Roof Trusses" published by the Truss PlateAssociation of South Africa Ltd. and the National TimberResearch Institute, CSIR.

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

SKIRTINGS

A Re construct Roof to L shaped first floor size 11,7m X9,5m X 1200mm high overall inculding any extra beamsand batterns as per plan No 1

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J023Cuff

- 3 7 -

Wrought Meranti

A 19 x 75mm Skirtingm 81

DOORS AND FRAMES ETC

Roll-up Chromadek

B Manual push-up overhead garage door size 5200 x2125mm high overall (PC R 6,000 installed and finished)(D5) No 1

Wrought Meranti

C Single 40mm hollw core / semi-solid presses masonitedoor size 813 x 2032mm high overall (PC of R 400) No 7

D Frame for single door No 7

Re-use existing door including planing and sanding asrequired

E Single hollow core / semi-solid door No 3

SUNDRY FITTINGS.

Duct covers of 10mm x 300mm Everite Fibre Cement"Nutec Flatsheet" screwed on, spaced 325mm centresvertically.

F Cover to opening 300 x 2500mm high (Provisional) No 4

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J023Cuff

- 3 8 -

Section No. 2


Bill No. 8

Carpentry & Joinery

SUMMARY

Page AmountNo


-38-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J023Cuff

- 3 9 -


BILL 8

CEILINGS, PARTITIONS AND ACCESSFLOORING


Descriptions:

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

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

CEILINGS

6,4mm Gypsum ceiling boards nailed to and including38x38mm SAP brandering at 400mm intervals fixed totimber, including brackets, hangers, jointing strips, etc.

A Horizontal ceilings m2 65

6.5mm Tapered edge Gypsum ceiling boards nailed to andincluding 38x38mm SAP brandering to bottom of timbertrusses at 400mm intervals, Apply 48mm RhinoTape overjoints and FibaTape over butt joints and apply one coatminimum 3mm RhinoLite or similar skim coat to a smoothand even polished finish

Cornices

B 75mm Coved cornice m 115

SUNDRIES

75mm Glasswool insulation laid flat on branderingbetween beams

C On ceilings m2 65

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 9Ceilings Partitions and Access Flooring2010J023Cuff

- 4 0 -


BILL 9

IRONMONGERY


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

Brass

A 3mm X 120mm Ballbearing Hinge (PC R 80.00 per pair) No 10

LOCKS

Brass / Chromium Plated

B Cylinder sashlock (PC of R 100.00) No 10

C Double Cylinder (PC of R 110.00) No 10

HANDLES

Brass

D Handle Pair (PC of R 200.00) No 10

BATHROOM FITTINGS

Accessories

E Toilet roll holders (PC Amount R 200.00) No 3

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 10Ironmongery2010J023Cuff

- 4 1 -

A Soapdish (PC Amount R 120.00) No 8

B Towel rail (PC Amount R 300.00) No 8

C Shaving Mirror (PC Amount R 750.00) No

D Hand Towel rail (PC Amount R 200.00) No 4

E Glass shelve (PC Amount R 400.00) No 2

PELMETS AND CURTAIN TRACKS.

"Yakota Clipper" Curtain tracks with wall mountingbrackets plugged to brick walls.

F Double track m 32

SUNDRIES

Brass

G 3x32mm dividing strip m 5

H Brass machnetic doorstop (PC R 75.00) No 10

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 10Ironmongery2010J023Cuff

- 4 2 -

Section No. 2


Bill No. 10

Ironmongery

SUMMARY

Page AmountNo


-42-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 10Ironmongery2010J023Cuff

- 4 3 -


BILL 10

METALWORK

SUPPLEMENTARY PREAMBLES.

Hot dip galvanising of mildsteel by single immersion ofcomponents to be in accordance with SANS 121 (ISO 1461)standards as set out by the Hot Dip Galvanizers Association ofSouthern Africa (Tel: 011-458 7900). Care must be taken not todamage galvanizing or necessitate welding over galvanizedareas since touch-up or repairing and spray painting with silverpaint will not be accepted.

ALUMINIUM

Approved windows and sliding or sliding/folding doorswith glasing per AAAMSA standards (unless otherwisestated) with frames in "Bronze" powdercoating to SANBSANP3055 and with paintable acrylic sealant on both sidesbetween frame and steel member / plaster. Installation aftercuring of plastering. Protect against damage afterinstallation. No 'touch-ups' allowed. Profiles, glazing andinstallation to conform to AAAMSA standards.

A Window size 600 x 900mm high overall of one top hungsection including adjustable friction stay and window catch. Refer drawing attached - W1 No 3

B Single sliding door in size 1700 x 2125mm high overallincluding sliding mechanism, handles, flush bolts andcylinder lockset. Refer drawing attached - W2 No 1

C Window size 2500 x 1500mm high overall of two top hungopening sections and three fixed panes includingadjustable friction stay and window catch . Refer drawingattached - W3 No 1

D Window size 1500 x 1500mm high overall of one top hungopening sections and two fixed panes including adjustablefriction stay and window catch . Refer drawing attached -W4 No 1

E Window size 3000 x 1500mm high overall of two top hungopening sections and three fixed panes includingadjustable friction stay and window catch . No 1

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J023Cuff

- 4 4 -

A Window size 1500 x 900mm high overall of one top hungopening sections and one fixed pane including adjustablefriction stay and window catch . Refer drawing attached -W5 No 2

B Window size 900 x 2125mm of one fixed pane. Referdrawing attached - W6 No 1

C Single door size 1100 x 2125mm high overall includinghandles and cylinder lock. Refer drawing attached - D1 No 2

D Sliding/folding door in four leaves size 3000 x 2125mmhigh overall including sliding mechanism, handles, flushbolts and cylinder lockset . Refer drawing attached - D2 &D3 No 2

E Sliding/folding door in four leaves size 3750 x 2125mmhigh overall including sliding mechanism, handles, flushbolts and cylinder lockset . Refer drawing attached - D2 &D3 No

Re-use existing

F Alunimium Sliding door previously set-aside includingservicing and sealant No 3

STEEL GATES, SCREENS, ETC

Palisades

G Palisade panel 3,20 x 2,00m high formed of 30 x 30 x3mm L section verticals at 150mm centres on 75 x 50 x2.5mm bottom, middle and top rail with ends built intobrikwork or bolted on including end-brackets, etc No 2

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J023Cuff

- 4 5 -

Section No. 2


Bill No. 11

Metalwork

SUMMARY

Page AmountNo


-45-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J023Cuff

- 4 6 -


BILL 11

PLASTERING

SCREEDS

1:4 Cement screeds wood floated on concrete

A 25mm Thick on floors m2 172

B 25mm Thick on treads m2 8

C Average 80mm thick on floors to falls and currents onwaterproof sheeting (elsewhere) m2

D Average 40mm Thick on floors to falls m2 39

E 75 X 75mm Triangular fillet m 8

INTERNAL PLASTER

Wood Floated Cement plaster on brickwork

F On walls m2 243

G On existing facebrick walls m2 74

H On walls in patching m2 4

J On narrow widths m2 16

Cement plaster on concrete

K On ceilings m2 105

L On sides and soffits of beams m2 9

EXTERNAL PLASTER

Wood Floated Cement plaster on brickwork

M On walls m2 11

N On columns m2 72

P On narrow widths m2 20

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 12Plastering2010J023Cuff

- 4 7 -

Cement plaster on concrete

A On ceilings m2

B On sides and soffits of beams m2 8

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 12Plastering2010J023Cuff

- 4 8 -

Section No. 2


Bill No. 12

Plastering

SUMMARY

Page AmountNo


-48-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 12Plastering2010J023Cuff

- 4 9 -


BILL 12

PLUMBING AND DRAINAGE(PROVISIONAL)


uPVC pipes and fittings:

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

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" type. Capillarysolder fittings shall comply with ISO 2016. Only compressionfittings shall be used in walls or in ground

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

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 13Plumbing and Drainage2010J023Cuff

- 5 0 -

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"

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

Wire gratings

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

Flush pans

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

Stainless steelbasins, sinks, wash troughs, urinals, etc.

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


- 5 1 -

Waste unions

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

Steel sectional water tanks

Tanks shall comply with SABS CKS 114

Rainwater disposal

Description of "suspended" deem to include patent metalhangers as "Plumblink" Pear-shaped hanger bracket or similar of galvanised threaded rod let into soffit of concrete slab andother end fastened to galvanised strap around rainwater pipesuspended not exceeding 1m below soffit, including holes andbolting, not exceeding 1m apart.

RAINWATER DISPOSAL

uPVC Pipes

A 110mm Pipes vertically in brickwork m 12

Extra over uPVC pipes for fittings

B 110mm bend No 12

"Fulbore" cast iron outlets

C 100mm Vertical outlet No 2

0,6mm Chromadek or similar pre-painted sheet steel / alloygutters and rainwater pipes

D 150 x 130mm OG roof gutters m 14

E Extra over gutter for angle No 1

F Extra over gutter for stopped end No 4

G Extra over gutter for outlet for 85mm pipe No 3

H 75mm Diameter rainwater pipes m 16

J Extra over rainwater pipe for shoe No 3

K Extra over rainwater pipe for eaves or plinth offset No 3

SOIL DRAINAGE (PROVISIONAL)


- 5 2 -

Concrete gulleys with cast Iron Grid

A Gulley not exceeding 500mm deep No 1

Underground quality PVC pipes

B 110mm Pipes laid in trenches not exceeding 1.00m deep m 10

Extra over PVC pipes for fittings

C 110mm ABC cleaning eye in end of pipe No 1

D 110mm Bend No 5

E 110mm Access junction No 2

F 110mm Access pipe No 1

Concrete encasement

G Encase soil pipe in 300 x 300 x 20MPa concrete including3 x Y10 top rebar and 3 x Y 10 bottom rebar and R 8Stirrups @ 500c/c m 2

SANITARY FITTINGS, ETC

NOTE: Prime Cost (PC) Amounts below include wastefittings, connectors, traps, ballcocks etc. Contractor toallow for taking delivery, installation, testing,commissioning

Stainless Steel

H 1600 x 450mm Double bowl sink (PC of R R 1,500) sunkinto worktop . No 2

J 450mm Drop-in prep bowl (PC of R R 1,000) No 1

K Single Bowl washtrough (PC of R 1500.00) hung tobrickwork No

White Vitreous China

L Close coupled WC suite with toilet seat (PC of R 1500.00) No 3

M Drop-in or sit-on basin (PC of R 1200.00) No 5


- 5 3 -

Composite Granite

A Bath size 1700 x 700mm (PC of R 8,000.00) free standingwith centre outlet No

PVC/Acrylic

B Built-in oval bath 1400 x 1400mm (PC of R 2000.00) No

TAPS, VALVES, ETC

NOTE: Prime Cost (PC) Amounts below include delivery, Contractor to allow for taking delivery, installation, testingand commissioning

Chromium Plated

C 15mm Shower mixer, arm and rose (PC R 1500) plusshower trap and outlet (PC R 350) No 3

D 20mm Bath mixer (PC R 1500) No

E 20mm Bath mixer (PC R 3000) No

F 15mm Topfix WHB Mixer (PC of R 900 each) No 5

G 15mm Sink mixer (PC of R 1200.00) No 2

H 15mm Bibtaps ( PC of R 200.00 each) (Washtrough) No

SANITARY PLUMBING

Waste water removal system from sanitary fitting toconnection with external sewer system / discharge intogulley, including testing of system.

J For one cluster servicing 2 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM plus 1 x WC and2 x WHB, 1 x bath & 1 x Prep Bowl on first floor (existbathr @ bedr 3 on GF and Bedr 4, Kitchen on 1st flr) No

K For one cluster servicing 2 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (exist bathr @bedr 3 on GF) No 1

L For one cluster servicing 1 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (shared bathroomon GF)and 1 x washtrough on GF (washtrough positionedon eastern wall inside garage) No


- 5 4 -

A For one cluster servicing 1 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (shared bathroomon GF)and 1 x prep bowl on 1F No 1

B For one cluster servicing 1 x Prep Bowl on GF plus 1 x WCand 2 x WHB, 1 x shower and 1 x bath on first floor (poolarea on GF and Main Bedr on 1st flr) No

C For one cluster servicing 1 x WC, 1 x WHB and 1 xshower on first floor (Bedr on 1st flr) No 1

D For one cluster servicing 1 x sink on first floor (Kitchen) No 1

WATER SUPPLIES

Hot and cold water supply in Galvanized mild steel orClass 2 Copper or NHBRC approved alternative pipingfrom point of entry into building up to termination atsanitary fitting, including routing via electric water heaters,including testing

E For one cluster servicing 2 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM plus 1 x WC and2 x WHB, 1 x bath & 1 x Prep Bowl on first floor (existbathr @ bedr 3 on GF and Bedr 4, Kitchen on 1st flr) No

F For one cluster servicing 2 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (exist bathr @bedr 3 on GF) No 1

G For one cluster servicing 1 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (shared bathroomon GF)and 1 x washtrough on GF (washtrough positionedon eastern wall inside garage) No

H For one cluster servicing 1 x WHB, 1 x WC, 1 x shower onground floor IN EXISTING BATHROOM (shared bathroomon GF)and 1 x prep bowl on 1F No 1

J For one cluster servicing 1 x Prep Bowl on GF plus 1 x WCand 2 x WHB, 1 x shower and 1 x bath on first floor (poolarea on GF and Main Bedr on 1st flr) No

K For one cluster servicing 1 x WC, 1 x WHB and 1 xshower on first floor (Bedr on 1st flr) No 1

L For one cluster servicing 1 x sink on first floor (Kitchen) No 1

ELECTRIC WATER HEATERS


- 5 5 -

"Kwikot"

A 200 Litre "Econoflow" Vertical floor/wall mounted electricwater heater including vacuum breaker and pressure reliefvalve per manufacturer's specification. No 1


- 5 6 -

Section No. 2


Bill No. 13

Plumbing and Drainage

SUMMARY

Page AmountNo


-51-

-52-

-53-

-54-

-55-

-56-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 13Plumbing and Drainage2010J023Cuff

- 5 7 -


BILL 13

TILING


WALL TILING

Provide the Prime Cost amount of R150,00/m² for 300 x600mm ceramic tiles fixed with tile adhesive to plaster(plaster elsewhere) flush pointed with jointing compound.

A On walls m2 63

B On narrow widths m2 7

C Cut tile skirting 100mm high (Provisional) m 10

Provide the Prime Cost amount of R100,00/m for 300 x75mm listello tiles fixed with porcelain tile adhesive toplaster (plaster elsewhere) flush pointed with waterproofjointing compound.

D On walls m 42

Polished Aluminium trims, listello's etc

E Corner trim PC of R 45 per metre m 27

F 12mm Listello PC of R 40 per metre m

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 14Tiling2010J023Cuff

- 5 8 -

FLOOR TILING

Provide the Prime Cost amount of R150,00/m² for 300 x300mm non-slip ceramic floor tiles, laid at 45 degree angleflush pointed with tinted jointing compound.

A On floors and landings m2 211

B On risers or skirtings 85mm high m 8

C On treads 250mm wide m 15

D On risers 170mm high m 16

E On threshold 245mm wide to balcony edge, protruding15mm over plaster face m 8

Provide the Prime Cost amount of R900,00/m² for 25 x25mm mosaic tiles fixed with tile adhesive to screed(screed elsewhere) flush pointed with waterproof jointingcompound.

F On floors to falls and currents m2 4

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 14Tiling2010J023Cuff

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Section No. 2


Bill No. 14

Tiling

SUMMARY

Page AmountNo


-59-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 14Tiling2010J023Cuff

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BILL 14

GLAZING

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

A Mirror 400x600mm high No 5

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 15Glazing2010J023Cuff

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BILL 15

PAINTWORK

PAINTWORK ETC TO NEW WORK

ON PLASTERBOARD

One coat primer and two coats "Dulux Trade 65" PVAemulsion paint in colours which have a value of 7 or lesson the Munsell system in accordance with SABS 1091

A On ceilings and cornices m2 82

ON FIBRE CEMENT

One coat primer and two coats "Dulux Weathershield" PVAemulsion paint in colours which have a value of 7 or lesson the Munsell system in accordance with SABS 1091

B On Nutec covers m2 3

ON FLOATED PLASTER

One coat primer and two coats "Dulux Trade 65" or similarapproved PVA emulsion paint in colours which have avalue of 7 or less on the Munsell system in accordancewith SABS 1091

C On ceilings and beams m2 121

D On raking soffits of stairs m2 20

One coat primer and two coats "Dulux Weathershield" PVAemulsion paint in colours which have a value of 7 or lesson the Munsell system in accordance with SABS 1091

E On exterior walls and columns m2 79

One coat primer and two coats "Dulux Trade 100" orsimilar approved PVA emulsion paint in colours whichhave a value of 7 or less on the Munsell system inaccordance with SABS 1091

F On internal walls m2 187

ON METAL

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 16Painting2010J023Cuff

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Clean, prepare and apply two coats alkyd enamel paint incolours which have a value of more than 7 on the Munsellsystem in accordance with SABS 1091

A On Palisades m2 27

ON WOOD

One coat acrylic wood primer and three coats "Dulux pearlglo" super acrylic pva white.

B On doors and door frames m2 31

C On existing or re-used doors and door frames m2 11

D On skirtings and architraves not exceeding 300mm wide m 81

Carried to Collection R Section No. 2SECTION 4B - BUILDING WORKSBill No. 16Painting2010J023Cuff

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Section No. 2


Bill No. 16

Painting

SUMMARY

Page AmountNo


-63-

Carried Forward to Summary of Section No. 2 R Section No. 2SECTION 4B - BUILDING WORKSBill No. 16Painting2010J023Cuff

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Section No. 2


SECTION SUMMARY - SECTION 4B - BUILDING WORKS

Bill Page AmountNo No

1 -20-Alterations

2 -23-Earthworks

3 -27-Concrete Formwork & Reinforcement

4 -28-Precast Concrete

5 -32-Masonry

6 -35-Waterproofing

7 -36-Roof Coverings

8 -39-Carpentry & Joinery

9 -40-Ceilings Partitions and Access Flooring

10 -43-Ironmongery

11 -46-Metalwork

12 -49-Plastering

13 -57-Plumbing and Drainage

14 -60-Tiling

15 -61-Glazing

16 -64-Painting

Carried to Final Summary R Section No. 2SECTION 4B - BUILDING WORKS2010J023Cuff

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BILL 1

PROVISIONAL SUMS

Note:

All cost price items and provisional sums will be nett and noBuilder's discount will be applicable

BUDGETARY ALLOWANCES

Budgetary amount

A Allow the budgetary amount of R 10,000 for builders workto be quantified Item 10,000 00

B Allow the budgetary amount of R 10,000 for re-erecting thecanopy on 1st floor including necessary modifications Item 10,000 00

Contingencies

C Allow the amount of R 15,000 for contingencies. Item 15,000 00

BUILDERS WORK

Kitchen Cupboards

D Allow the amount of R 45,000.00 for suipply andinstallation of kitchen and scullery cupboards and tops,shelving etc . Item 45,000 00

E Profit Item

F Attendance Item

Bedroom Cupboards/ wardrobes

G Allow the amount of R 20,000.00 for the supply andinstallation of wardrobes, including re-installation ofexisting Item 20,000 00

H Profit Item

J Attendance Item

Carried to Collection R Section No. 3SECTION 4C - PROVISIONAL SUMSBill No. 1Provisional Sums2010J023Cuff

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Vanities

A Allow the amount of R 12,000 for supply and installation ofvanity cupboards and tops Item 12,000 00

B Profit Item

C Attendance Item

Balustrades

D Allow the amount of R 14,000.00 for design, supply andinstallation of painted steel handrails etc. Item 14,000 00

E Profit Item

F Attendance Item

Gas Installation

G Allow the amount of R 5,000.00 for gas installation andcage Item 5,000 00

H Profit Item

J Attendance Item

Shower doors

K Allow the amount of R 6,000 for the supply, installation andsealant to shower doors Item 6,000 00

L Profit Item

M Attendance Item

Skylights

N Allow the amount of R 8,000 for the supply, installation andsealant of skylight Item Not Priced

P Profit Item

Q Attendance Item

ELECTRICAL WORK


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Internal Electrical installation

A Allow the amount of R 50,000.00 for the domestic electricalinstallation including light fittings Item 50,000 00

B Profit Item

C Attendance Item

Underfloor Heating

D Allow the amount of R 7,000.00 for the supply andinstallation of underfloor heating Item 7,000 00

E Profit Item

F Attendance Item

Airconditioning

G Allow the amount of R 15,000.00 for the supply andinstallation of airconditioning Item Not Priced

H Profit Item

J Attendance Item

Stoves and Extractors

K Allow the amount of R 12,000.00 for stoves and extractors. Item 12,000 00

L Profit Item

M Attendance Item

EXTERNAL WORK

Water supply and reticulation

N Allow the amount of R 15,000.00 for water supply mains,site reticulation and garden taps, etc

Item Not Priced

P Profit Item

Q Attendance Item


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Pool

A Allow the amount of R 48,000.00 for swimming poolincluding filters and pump, heat pump

Item Not Priced

B Profit Item

C Attendance Item

Heat Pump for pool

D Allow the amount of R 10,000.00 for pool heat pump Item Not Priced

E Profit Item

F Attendance Item


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Section No. 3

SECTION 4C - PROVISIONAL SUMS

Bill No. 1

Provisional Sums

SUMMARY

Page AmountNo


-67-

-68-

-69-

Carried to Final Summary R Section No. 3SECTION 4C - PROVISIONAL SUMSBill No. 1Provisional Sums2010J023Cuff

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FINAL SUMMARY

Section Page AmountNo No

1 -13-SECTION 4A - PRELIMINARIES

Less credit for old materials listed in Bill 1 Alterations Item

Sub-total R

2 -65-SECTION 4B - BUILDING WORKS

Add: VAT @ 14% R

3 -70-SECTION 4C - PROVISIONAL SUMS

Carried to Form of Tender R

2010J023Cuff

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