eldoraigne ext 35 - unpriced

Lousi Pasteur Investments

Item Quantity Rate AmountNo

BILL NO. 1

PRELIMINARIES

PRINCIPAL BUILDING AGREEMENT

The agreement shall be the JBCC Series 2000 PrincipalBuilding Agreement prepared by the Joint Building ContractCommittee, 4th Edition Code 2101 March 2004 (includingState provisions).

PRELIMINARIES

The preliminaries shall be the JBCC Series 2000Preliminaries prepared by the Joint Building ContractsCommittee, 3rd Edition Code 2103 January 2003 and shall bedeemed to be incorporated herein.

FULL INTENT AND MEANING OF CLAUSES

Tenderers shall be deemed to have referred to theaforementioned documents for the full intent and meaning ofeach clause. These clauses are hereinafter referred to by theheading and clause number only.

Where standard clauses or alternatives are not entirelyapplicable to this contract documents, such modifications,corrections or supplements as will apply are given under eachrelevant clause heading.

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

PRICING OF CLAUSES

Tenderers are referred to the abovementioned documents forthe full intent and meaning of each clause thereof (hereinafterreferred to by heading and clause number only). Tenderersshall allow apposite each clause for any cost involved withcomplying with such clause. Any clauses left unpriced shall bedeemed to be covered by rates and prices elsewhereincorporated throughout these bills of quantities.

Carried to Collection R Bill No. 1PreliminariesEldoraigne Ext 35Erf 4145

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PAYMENT CATEGORIES

Should 'Alternative A', as set out within clause 10.3 hereinafter,be used for the adjustment of preliminaries then each itempriced is to be allocated to one or more categories by theinsertion of the letter "F", "V" or "T", as the case may be,against the price in the "Quantity" column. These letters shallindicate the relevant categories as follows :

"F" - Denotes a fixed amount which shall not be varied

"V" - Denotes an amount which shall be varied inproportion to the contract value

"T" - Denotes an amount which shall be varied inproportion to time

SECTION A : JBCC PRINCIPAL BUILDINGAGREEMENT

DEFINITIONS AND INTERPRETATION

A Definitions and interpretationClause 1.0 Item

OBJECTIVE AND PREPARATION

B Offer, acceptance and performanceClause 2.0 Item

C DocumentsClause 3.0 Item

D Design responsibility

The contractor shall be responsible for the design of thefollowing:1. Plumbing & Drainage2. Electrical Installation

The contractor will submit shop drawings to the principalagent for approval within two weeks tender closing. Thecontractor shall commence manufacturing only after writtenapproval of shop drawings from the principal agent.

All designs as listed above are to be designed as to suit acommercial development.

Clause 4.0 Item


2


A Employer's agentsClause 5.0 Item

B Site representativeClause 6.0 Item

C Compliance with regulations

Without limiting the generality of the provisions of clause 7.0 ofthe agreement, the contractors attention is drawn to theprovisions of the Construction Regulations, 2003 issued interms of the Occupational Health and Safety Act, 1993 in whichit is specifically stated that the employer shall prepare adocumented health and safety specification for the works andthat the employer shall ensure that the contractor has madeprovision for the cost of health and safety measures during theexecution of the works. The principal agent shall, on behalf ofthe employer, issue such health and safety specification andthe contractor shall price opposite this item for compliancewith the act and the regulations and the provisions of theforementioned health and safety specification, provided suchprovisions are reasonable in terms of the act and theregulations.The Contractor's compliance with Ocupational Health andSafety Act shall be the principal agent's responsibility.

Clause 7.0 Item

D Works riskClause 8.0 Item

E IndemnitiesClause 9.0 Item

F Works insurancesClause 10.0 Item

G Liability insurancesClause 11.0 Item

H Effecting insurancesClause 12.0 Item

J State provisionsClause 13.0 N/A

K SecurityClause 14.0 Item


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EXECUTION

A Preparation for and execution of the worksClause 15.0 Item

B Access to the worksClause 16.0 Item

C Contract instructionsClause 17.0 Item

D Setting out of the worksClause 18.0 Item

E AssignmentClause 19.0 Item

F Nominated subcontractorsClause 20.0 Item

G Selected subcontractorsClause 21.0 Item

H Employer's direct contractorsClause 22.0 Item

J Contractor's domestic subcontractorsClause 23.0 Item

COMPLETION

K Practical completionClause 24.0 Item

L Works completionClause 25.0 Item

M Final completion

The contractor shall attend to defects during the defectsliability period on a progressive basis, to the satisfaction of theprincipal agent, and will not be permitted to wait until the endof the defects liability period or until the amount of defectsaccumulates in order to attend to a comprehensive list ofdefects.

Clause 26.0 Item

N Latent defects liability periodClause 27.0 Item


4


A Sectional completionClause 28.0 Item

B Revision of date for practical completion

Clause 29.2.10 is hereby deleted.

Clause 29.4.3 is amended by the omission of "Within twenty(20) working days" and replacing with "Within ten (10)working days".

Clause 29.5 is amended by the omission of "Within sixty (60)working days" and replacing with "Within twenty (20) workingdays".

Extension of time shall only be considered when work is on thecritical path of the contract programme, which the contractorshall clearly identify, for the works affected.

Any delays to minor portions of the works will only attractextensions of time to those areas and not the entire project.

Clause 29.0 Item

C Penalty for noncompletionClause 30.0 Item

PAYMENT

D Interim payment to the contractor

Notwithstanding this or any other clause, materials and goodsstored off site shall not be included in the amount authorisedfor payment.

Clause 31.9 is amended by the deletion of "within seven (7)calender days of the date of issue of the payment certificate,"in the first sentence and replacing with "within ten (10) calenderdays of the date of issue of the VAT invoice,".

Clause 31.10 is amended by the deletion of "date of practicalcompletion." at the end of the first sentence and replacing with"date of final completion".

Clause 31.0 Item


5


A Adjustment to the contract value

Clause 32.6 is amended by the omission in the first sentence of"forty (40) working days" and replacing with "ten (10) workingdays" and the replacement of the second sentence with "Thecontractor shall submit details of the expense or loss withintwenty (20) working days from date of receipt of thenotification by the principal agent".

It is recorded that only the quantity surveyor is empowered torule whether any instruction issued constitutes an additionalcost and to resolve cost aspects of any nature pertaining to thiscontract.

Clause 32.10 is amended by the omission of "including areasonable allowance for waste,"

The rates in these bills of quantities as priced by thecontractor shall be fixed. The contractor is to make dueallowance for any price increases in his tender and in the ratesin the bills of quantities up to and including final completion.

Clause 32.0 Item

B Recovery of expense and lossClause 33.0 Item

C Final account and final payment

Clause 34.11 is amended by the omission of "practicalcompletion" in the second sentence and replacing with "finalcompletion".

Clause 34.0 Item

D Payment to other partiesClause 35.0 Item

CANCELLATION

E Cancellation by employer - contractor's defaultClause 36.0 Item

F Cancellation by employer - loss and damageClause 37.0 Item

G Cancellation by contractor - employer's defaultClause 38.0 Item

H Cancellation - cessation of the worksClause 39.0 Item


6


DISPUTE

A Dispute settlementClause 40.0 Item

CONTRACT VARIABLES

THE SCHEDULE

Information necessary for completion of those clausescontained in the schedule, as necessary for tender purposes,is given hereunder:

B Pre-tender informationClause 41.0 Item

Clause

41.1 CONTRACTING AND OTHER PARTIES

41.1.1 Employer:

41.1.2 Principal Agent:

41.1.3 Agent (1):

41.1.4 Agent (2):

41.2 CONTRACT DETAILS

41.2.1 Works description:

The works shall comprise the construction of a newdouble story residential dewelling including basement

41.2.2 Site description:

The site is situated in Honeydew, Eagle Canyon,Erf no. 741

41.2.3 Works or installations by direct contractors:

No

41.2.4 Specific options that are applicable to State organ only:

N/A


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41.2.5 Possession of the site is intended to be given on:

41.2.6 Period for the commencement of the works afterthe contractor takes possession of the site:

Working days : Two (2)

41.2.7 Intended date of practical completion and thepenalty per calendar day for:

The works as a whole:

Date Penalty

41.2.8 Intended date of practical completion and thepenalties per calendar day for:

The works in sections:

Date Penalty

N/A

41.2.9 The law applicable to this agreement shall bethat of:

South Africa

41.3 INSURANCES

41.3.1 Contract works insurance to be effected by:

Contractor

For the sum of: Contract Sum plus 20%

With a deductible of: To be advised

41.3.2 Supplementary insurance is required:

Yes SASRIA


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41.3.3 Public liability insurance to be effected by:

Contractor

For the sum of: R 2 000 000

With a deductible of: By Contractor

41.4 DOCUMENTS

41.4.1 Waiver of the contractor's lien or right of continuingpossesion is required:

Yes

41.4.2 Construction document copies to be supplied to thecontractor free of

charge:

Number of : 3

Any additional copies required by the contractor to bepaid directly by the

contractor.

41.4.3 Bills of quantities drawn up in accordance with:

The Standard System of Measuring Building Work(6th Edition Revised)

41.4.4 On acceptance of the tender the priced bills ofquantities is to be submitted within working days:

Ten (10)

41.4.5 JBCC Engineering General Conditions are to beincluded in the contract

documents:

No

41.4.6 The contract value is to be adjusted using escalationadjustment indices:

No


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41.4.7 Details of changes made to the provision of JBCCSeries 2000 standard documentation.

A. Principal Building Agreement

Clause 7.0 Note addedClause 26.0 Note addedClause 29.0 Note addedClause 29.2.10 DeletedClause 29.4.3 AmendedClause 29.5 AmendedClause 31.0 Note addedClause 31.9 AmendedClause 31.10 AmendedClause 32.10 AmendedClause 34.11 Amended

B. JBCC Preliminaries

Clause 2.2 Note addedClause 2.6 Note addedClause 8.1 AmendedClause 9.2 Amended

Post tender information

Post tender information shall be completed based onconsultation withthe contractor.

SECTION B : JBCC PRELIMINARIES

1.0 DEFINITIONS AND INTERPRETATION

A Definitions and interpretationClause 1.0 Item

2.0 DOCUMENTS

B Checking of documentsClause 2.1 Item


1 0


A Provisional bills of quantities

These pages are numbered from 1 to 85

Items in these bills of quantities are to be read and priced inconjunction with and the descriptions regarded as amplified bythe Model Preambles for Trades as recommended andpublished by the Association of South African QuantitySurveyors, 1999 edition, and no claim arising from brevity ofdescription of items fully described in the said Model Preamblesfor Trades will be entertained.

These bills of quantities s h a l l not be used for orderingpurposes.

Clause 2.2 Item

B Availability of construction documentationClause 2.3 Item

C Interest of agentsClause 2.4 Item

D Priced documentsClause 2.5 Item

E Tender submission

It is a specific requirement of the employer that these tendersare inteneded to obtain the best team to manage theconstruction of the project within budget and on time.Tenderers are therefore requested to submit with their tendersthe following documentation:

a) Construction team and references to be involved with theproject should the company be appointed.

b) Method statement, principals and quality control to be usedto complete the project on time.

c) Preliminary construction program showing critical path, etc.

Due to the above it is important to note that the lowest or any,or portion of any tender will not necessarily be accepted.

Clause 2.6 Item

3.0 THE SITE

F Defined works areaClause 3.1 Item


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A Geotechnical investigationClause 3.2 Item

B Inspection of the siteClause 3.3 Item

C Existing premises occupiedN/A

Clause 3.4 N/A

D Previous work - dimensional accuracyNote that preveous foundations and and foundation brickworkare to be demolished to make way for new.

Clause 3.5 N/A

E Previous work - defectsN/A

Clause 3.6 N/A

F Services - knownClause 3.7 Item

G Services - unknownClause 3.8 Item

H Protection of treesClause 3.9 Item

J Articles of valueClause 3.10 Item

K Inspection of adjoining propertiesClause 3.11 Item

4.0 MANAGEMENT OF CONTRACT

L Management of the worksClause 4.1 Item

M Programme for the worksClause 4.2 Item

N Progress meetingsClause 4.3 Item

P Technical meetingsClause 4.4 Item


1 2


5.0 SAMPLES AND SHOP DRAWINGS

A Samples of materialsClause 5.1 Item

B Workmanship samplesClause 5.2 Item

C Shop drawingsClause 5.3 Item

6.0 TEMPORARY WORKS AND PLANT

D Deposits and feesClause 6.1 Item

E Enclosure of the worksClause 6.2 Item

F AdvertisingClause 6.3 Item

G Plant, equipment, sheds and officesClause 6.4 Item

H Main notice boardClause 6.5 Item

J Subcontractor's notice boardClause 6.6 Item

7.0 TEMPORARY SERVICES

K LocationClause 7.1 Item

L WaterClause 7.2 Item

M ElectricityClause 7.3 Item

N Telecommunication equipmentClause 7.4 Item

P Ablution facilitiesClause 7.5 Item


1 3


8.0 PRIME COST AMOUNTS

A Responsibility for prime cost amounts

Clause 8.1 is amended by the omission of "hoisting and fixing"in the second sentence and replacing with "hoisting, wastageand fixing".

Clause 8.1 is further amended by deletion of "The contractdocuments shall make provision for the contractor t oseperately price" in the second sentence and replacing with"The contractor shall include in the rate for relevant item".

Clause 8.1 Item

9.0 ATTENDANCE ON N/S SUBCONTRACTORS

B General attendanceClause 9.1 Item

C Special attendance

The last three words contained within clause 9.2, ie "....... in theschedule", shall be deleted and replace by "....... within therelevant item incorporated in these bills of quantities."

Clause 9.2 Item

D Commissioning - fuel, water and powerClause 9.3 Item

10.0 FINANCIAL ASPECTS

E Statutory taxes, duties and leviesClause 10.1 Item

F Payment of preliminaries

The value of Preliminaries to be included in monthly paymentswill be pro-rata to the work duly executed and in accordancewith alternative A

Clause 10.2 Item

G Adjustment of preliminariesClause 10.3 Item

H Payment certificate cash flowClause 10.4 Item

J Contractor information supplyClause 10.5 Item


1 4


11.0 GENERAL

A Protection of the worksClause 11.1 Item

B Protection/isolation of existing/sectionally occupied worksClause 11.2 Item

C Site securityClause 11.3 Item

D Notice before covering workClause 11.4 Item

E DisturbanceClause 11.5 Item

F Works cleaning and clearingClause 11.6 Item

G VerminClause 11.7 Item

H Overhand workClause 11.8 Item

12.0 SCHEDULE OF VARIABLES

Information necessary for completion of those clausescontained in the schedules, as necessary for tender purposes,is given hereunder.

J Pre-tender informationClause 12.1 Item

Clause(and reference)

12.1.1 Provisional bills of quantities(2.2) The quantities are provisional

Yes

12.1.2 Availability of construction documentation(2.3) Construction documentation is not complete

Yes


1 5


12.1.3 Interests of agents(2.4) Details:

Not applicable

12.1.4 Defined works area(3.1) Details:

Tenderers shall establish by personal viewing of thesite conditions any

restrictions imposed by existing buildings, limitedmeans of access and

the like.

The area of the works to be occupied by thecontractor, any restriction to

the area and the limit of access or exit will be pointedout to the contractor

by the principal agent on handing over of the site.

12.1.5 Geotechnical investigation(3.2) Details:

No

12.1.6 Existing premises occupied(3.4) Specific requirements:

Not Applicable

12.1.7 Services known(3.7) Details:

All known services will be pointed out at the siteinspection/site hand over

meeting.

12.1.8 Protection of trees(3.9) Specific requirements:

No specific requirements

12.1.9 Inspection of adjoining properties(3.11) Specific requirements:



1 6


12.1.10 Enclosure of the works(6.2) Specific requirements:


12.1.11 Offices(6.4.3) Specific requirements:


12.1.12 Main notice board(6.5) Specific requirements:


12.1.13 Subcontractors notice board(6.6) A notice board is required:

No

12.1.14 Water(7.2) Alternative selected:

Alternative A

12.1.15 Electricity(7.3) Alternative selected:

Alternative A

12.1.16 Telecommunications(7.4) Alternative selected:

Alternative B

12.1.17 Ablution facilities(7.5) Alternative selected:

Alternative A

12.1.18 Special attendance(9.2) Subcontractor details:

Details of special attendances required shall beasdetailed within the

items relevant to each particular sub-contract asincorporated hereinafter

in these bills of quantities.


1 7


12.1.19 Protection of the works(11.1) Specific requirements:


12.1.20 Protection of existing/sectionally occupied works(11.2) Protection is required:

No

12.1.21 Disturbance(11.5) Specific requirements:


SECTION C : SPECIFIC PRELIMINARIES

SUPPLEMENTARY DOCUMENTATION

Shop drawings

The term "shop drawings" shall mean drawings, diagrams,illustrations, schedules, performance charts, brochures,operating manuals and other data which are prepared by thecontractor or any subcontractor, manufacturer, supplier ordistributor and which illustrate some portion of the works.

The contractor shall, at his own expense, prepare and submittwo prints of shop drawings of all fabricated work, working orsetting out drawings, shop details and schedules to thearchitect for approval by the architect, the relative consultingengineer and/or the principal agent as is appropriate and suchwork shall not be performed by the contractor until suchapproval has been given.

The contractor shall present a complete schedule showing thesequence of submission of shop drawings, includingsubmission dates, for all trades and the scheduled dates forapproval of all drawings. This schedule shall take into accountthat the architect and the relative consulting engineer and theprincipal agent each reserve a two weeks check period foreach discipline from the date of the receipt of all shop drawingsand/or catalogue data.

All submissions shall be on dates as indicated in the aboveschedule and sufficiently in advance to permitthe contractor to meet fabrication deadlines; no claim forextensions to the contract period will begranted to the contractor by reason of his failure in this respect.


1 8


The contractor shall submit four copies of catalogues and datafor approval. The contractor shall check all submissions forconformity with the contract drawings and specifications andcorrect any errors, omissions or deviations before theirtransmission to the principal agent.

All submissions shall bear the contractor's dated stamp ofapproval as evidence that they have been so checked andcorrected by the contractor. Any drawings, schedule orcatalogue submitted without this stamp will not be consideredby the principal agent and will be returned.

When the principal agent advises the contractor that shopdrawings have been approved, he shall immediately submit tothe architect the original transparencies of such drawings sothat the architect's stamp of approval may be appendedthereto. Thereafter the contractor shall furnish to the architectfour prints of the approved shop drawings, setting out drawingsand schedules. The contractor shall also furnish to the worksas many prints of the approved shop drawings and schedulesas may be required. No work shall be performed from anyshop drawings and/or catalogues not stamped with thearchitect's approval.

The contractor shall be responsible for ensuring that alldimensions conform to the dimensions of built work.

The architect's approval of any document or drawing shall not inany way vary his contractual or delictual obligations andliabilities to the employer or any other party, nor does it varythe contractual or delictual obligations and liabilities of the partysubmitting such document or drawing for approval.

If the submissions differ from the requirements of the contract,the contractor shall make specific mention of each differencein his letter of transmission with a request for substitution,together with his reasons for same, in order that, if acceptable,suitable action may be taken by the principal agent. Otherwisethe contractor will not be relieved of the responsibility forexecuting the work in accordance with the requirements of thecontract documents.


1 9


Corrections of shop drawings by the principal agent shall notchange the scope of work. Should any such correction beconsidered to constitute a change of scope of work, thecontractor shall notify the principal agent in writing within notmore than seven calendar days of such change and shall notproceed with the fabrication until so authorized by the principalagent. Claims for change of scope made after performance ofthe work constituting the claimed change of scope will not beconsidered.

Unless otherwise agreed with the principal agent, shopdrawings shall be prepared to show all details of installation,including reticulation, fixing, etc of all components andassemblies, or if the c o n t r a c t o r desires to deviate from thedesign and these drawings shall be all in accordance with theabove procedures and at the contractor's expense. Item

As built drawings

A 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. Item

Contract instructions

B Contract instructions issued on site are to be recorded intriplicate in an instruction book which is to be maintained onsite by the contractor. Item

Labour record

C 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

D 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, excludinghand tools, currently used on the works. Item

FINANCIAL ASPECTS


2 0


Interim payments for unfixed materials

A Before including the value of any unfixed materials and goodsin his valuation for each interim certificate the principal agentwill require a certificate of ownership and a cession of rights infavour of the employer from the contractor and/or each andevery subcontractor. Item

Overtime

B The additional costs of overtime work shall be for theemployer's account only when prior written agreement theretois given by the principal agent. Item

MATERIALS AND WORKMANSHIP

Testing of windows to ensure watertightness

C As the windows are fixed they shall be glazed and prepared sothat each window can be tested for watertightness with watersprayed on by means of a 20mm hosepipe using adequatepressure. If the pressure proves to be inadequate, in theopinion of the principal agent, then the pressure in thehosepipe shall be boosted by means of compressed air or otherapproved means. Each window section shall be tested underthe supervision of the principal agent or clerk of works andapproved before final acceptance of the fenestration. Item

Testing of flat roof waterproofing to ensure watertightness

D As waterproofing is completed, areas shall be prepared withsmall sand dykes around them of a size and enclosing an areaapproved by the principal agent, flooded with water and kept"ponded" for at least 7 days as a test to ensure thewatertightness of the waterproofing concerned before anyfurther construction work is carried out above the waterproofing. Item


2 1


Warranty for design and materials

A The contractor warrants and undertakes in favour of theemployer that:

Insofar as the works or any part of the works has been or willbe designed by him, he will exercise reasonable, due andproper skill and care in such design.

Insofar as any part of the materials and goods for the workshas been or will be selected by him, he will exercise due andproper skill and care in such selection of materials and goods.

He is suitably qualified and competent to carry out such designwork and selection of materials and goods.

He shall comply with and satisfy any performance specificationor requirements insofar as such performance specification orrequirements are included or referred to in the sub-contract. Item

Guarantees

The contractor shall obtain written guarantees where calledfor, addressed to the employer, from the firms supplying thematerials or doing the work and deliver such guarantees to theprincipal agent.

The guarantees shall state that workmanship, materials andinstallation are guaranteed for a specified period reckoned fromthe date of practical completion of the works and that anydefects in the workmanship, materials and installation that mayarise during that period shall be made good at the expense ofthe firm doing the work upon written notice from the principalagent or the employer to do so. Item

Notice before covering up

B The contractor shall give notice to the principal agent of hisintention to cover up any work or materials with earth or othermaterial in order that the principal agent may inspect samebefore they are so covered.

In default of such notice being received such work or materialsshall be uncovered and later made good at the contractor'sexpense. Item


2 2


GENERAL

Copyright

A The ownership of the copyright in and to all drawings,specifications, models and documents of any nature deliveredto the contractor or produced by or on behalf of the contractorin connection with the works; and, the artistic character and/orartistic design of the works, shall remain vested in and/or ishereby assigned to the employer by the contractor. Item


2 3


Bill No. 1

Preliminaries

COLLECTION

Page AmountNo

Total Brought Forward from Page No. 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Carried Forward R Bill No. 1PreliminariesEldoraigne Ext 35Erf 4145

2 4


Bill No. 1

Preliminaries

COLLECTION

Page AmountNo

Brought Forward R


22

23

Carried to Summary R Bill No. 1PreliminariesEldoraigne Ext 35Erf 4145

2 5



BILL NO. 2

EARTHWORKS

NOTE: Tenderers are advised to study the Model Preamblesfor Trades before pricing this bill

ALTERATIONS & DEMOLITIONS

Breaking up and removal from site and making good floors& walls the following:

A 110mm walls m 102

B 220mm walls m 598

C 330mm walls m 38

D Single doors and frames No 4

SITE CLEARANCE ETC

Site clearance

E Digging up and removing rubbish, debris, vegetation, hedges,shrubs and trees not exceeding 200mm girth, bush, etc m 950

BULK EXCAVATION, FILLING, ETC

Open face excavation in earth over sloping site

F Open face excavation m 100

EXCAVATION, FILLING, ETC

Excavation in earth not exceeding 2m deep

G Trenches m 862

Extra over trench and hole excavations in earth forexcavation in

H Soft rock m 86

J Hard rock m 172

Carried to Collection R Bill No. 2EarthworksEldoraigne Ext 35Erf 4145

2 6


Extra over all excavations for carting away

A Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m 287

Risk of collapse of excavations

B Sides of trench and hole excavations not exceeding 1,5m deep m 1,437

Keeping excavations free of water

C Keeping excavations free of water Item

Earth filling supplied by the contractor compacted to 100%Mod AASHTO density

D Under floors, steps, pavings, etc (250mm Layer assumed) m 100

Earth filling obtained from the excavations (not compacted)

E In prescribed stock piles on site m 575

Hardcore filling

F Under floors etc (150mm Layer assumed) m 60

Compaction of surfaces

G Compaction of ground surface under floors etc includingscarifying for a depth of 150mm, breaking down oversizematerial, adding suitable material where necessary andcompacting to 100% Mod AASHTO density m 400

Prescribed density tests on filling

H "Modified AASHTO Density" test (Allowance of 6 assumed) No 4

SOIL POISONING

Soil insecticide

J Under floors etc including forming and poisoning shallowfurrows against foundation walls etc, filling in furrows andramming m 975

Carried to Collection R Bill No. 2EarthworksEldoraigne Ext 35Erf 4145

2 7


Bill No. 2

Earthworks

COLLECTION

Page AmountNo


27

Carried to Summary R Bill No. 2EarthworksEldoraigne Ext 35Erf 4145

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BILL NO. 3

CONCRETE, FORMWORK ANDREINFORCEMENT


SUPPLEMENTARY PREAMBLES

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

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 tosuch construction as is sufficiently strong to afford the requiredsupport without damage and shall remain in position until thenewly constructed work 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 has been measured to the sides of all reinforcedconcrete in foundations and will be remeasured according toactual usage. However, formwork necessitated by irregularityor collapse of excavated faces will not be measured and thecost thereof 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 Bill No. 3Concrete, Formwork and ReinforcementEldoraigne Ext 35Erf 4145

2 9


UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

15MPa/19mm concrete

A Surface blinding under footings and bases m 57

REINFORCED CONCRETE

25MPa/19mm concrete

B 25MPa/19mm reinforced concrete footings m 287

C 25Mpa/19mm 150mm Surface Beds m 134

D 25Mpa/19mm Concrete suspended slab m 132

ROUGH FORMWORK (DEGREE OF ACCURACY II)Rough formwork to sides

E Edges, risers, ends and reveals not exceeding 300mm high orwide m 493

Rough formwork to soffits

F Slabs propped up exceeding 1.5m and not exceeding 3m high m 725

TEST BLOCKS

G Making and testing 150 x 150 x 150mm concrete strength testcube No 15

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a woodfloat

H Surface beds, slabs, etc m 1,615

MOVEMENT JOINTS, ETC

Expansion joints with "Jointex" softboard between verticalconcrete and brick surfaces

J 10mm Joints not exceeding 300mm high m 972


3 0


REINFORCEMENT

A 12mm Diameter bars t 25.00

B 10mm Diameter bars t 42.80

Fabric reinforcement

C Type 193 fabric reinforcement in concrete surface beds, slabs,etc m 1,615


3 1


Bill No. 3

Concrete, Formwork and Reinforcement

COLLECTION

Page AmountNo


30

31

Carried to Summary R Bill No. 3Concrete, Formwork and ReinforcementEldoraigne Ext 35Erf 4145

3 2



BILL NO. 4

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

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

Samples

Samples of all masonry building units, except those for wallsdecribed as "load bearing", shall consist of a minimum of sixunits. Samples of building units to be used in walls descridedas "load bearing" shall consist of thirty units from every thirtythousand units delivered to site

Carried to Collection R Bill No. 4MasonryEldoraigne Ext 35Erf 4145

3 3


BRICKWORK

Brickwork "NFX" burnt clay bricks (14 MPa nominalcompressive strength) in Class II mortar

A 110mm thick walls m 465

B 230mm thick walls m 1,470

C 270mm thick cavity walls m 99

D 440mm thick walls m 742

Brickwork reinforcement

E 75mm Wide reinforcement built in horizontally m 756

F 150mm Wide reinforcement built in horizontally m 3,652

BRICKWORK SUNDRIES

Prestressed fabricated lintels

G 110 x 75mm Lintels m 745

Airbricks

H Vermin proof airbricks No 250

Carried to Collection R Bill No. 4MasonryEldoraigne Ext 35Erf 4145

3 4


Bill No. 4

Masonry

COLLECTION

Page AmountNo


34

Carried to Summary R Bill No. 4MasonryEldoraigne Ext 35Erf 4145

3 5



BILL NO. 5

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

DAMPPROOFING OF WALLS AND FLOORS

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

A In walls m 211

One layer of 250 micron "Consol Plastics Gunplas Green"waterproof sheeting sealed at laps with "Gunplas PressureSensitive Tape"

B Under surface beds m 890

"Duraflex" waterproofing system by "Duraseal " appliedstrictly according to the manufacturer's specifications

C On shower floors m 17

D On shower walls m 37

WATERPROOFING TO ROOFS, BASEMENTS, ETC

Carried to Collection R Bill No. 5WaterproofingEldoraigne Ext 35Erf 4145

3 6


4mm "Derbigum SP4" fully bonded waterproofing systemstrictly according to manufacturer's instructions

A On roofs m 812

JOINT SEALANTS, ETC

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

B 5 x 5mm In joints between timber frames and walls (External) m 728

Anti-fungicidal silicone sealing compound includingbacking cord, bond breaker, primer, etc

C In joints between sanitary fittings and walls m 395

Carried to Collection R Bill No. 5WaterproofingEldoraigne Ext 35Erf 4145

3 7


Bill No. 5

Waterproofing

COLLECTION

Page AmountNo


37

Carried to Summary R Bill No. 5WaterproofingEldoraigne Ext 35Erf 4145

3 8



BILL NO. 6

ROOF COVERINGS ETC


CORRUGATED SHEETING

Chromadek roof sheeting, fixed to 50 x 76mm SA Pinebattens, battens at 450mm centres with white plasticunderlay including tiling battens

A Roof covering with pitch not exceeding 25 degrees, includingcurved sections. m 812

ROOF AND WALL INSULATION, ETC

"Sisalation 410" industrial grade aluminium foil basedinsulation

B Insulation laid taut over purlins (at approximately 1000mmcentres) and fixed concurrent with roof covering includinggalvanised steel straining wires m 812

Carried to Summary R Bill No. 6Roof CoveringsEldoraigne Ext 35Erf 4145

3 9



BILL NO. 7

CARPENTRY AND JOINERY



Joinery

Descriptions of frames shall be deemed to include frames,transomes, mullions, rails, etc

Descriptions of hardwood joinery shall be deemed to includepelleting of bolt holes

Fixing

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

Decorative laminate finish

Laminate finish shall be glued under pressure. Edge stripsshall be butt jointed at junctions with adjacent similar finish

DOORS, ETC

"Meranti" range or similiar approved solid hardwood doorshung to timber frames (timber frames elsewheremeasured)

A 44mm solid core hardwood door, 900 x 2380mm high overallfixed to timber frame. D1 & D5 No 34

B 44mm solid core hardwood pivot door, 1800 x 2550mm highoverall fixed to timber frame. D2 No 1

C 44mm solid core hardwood double door, 1610 x 2300mm highoverall fixed to timber frame. D3 No 1

FRAMED FRAMES ETC,

Carried to Collection R Bill No. 7Carpentry and JoineryEldoraigne Ext 35Erf 4145

4 0


Wrought meranti

A 900 x 2380mm Twice rebated and splayed frames D1 & D5 No 34

B 1800 x 2550mm Twice rebated and splayed frames D2 No 1

C 1610 x 2300mm Twice rebated and splayed frames D5 No 1

WOODEN GARAGE DOORS

Garage Door

D 4880 x 2400mm high wooden garage door including electricalmotor and all framework No 1

Carried to Collection R Bill No. 7Carpentry and JoineryEldoraigne Ext 35Erf 4145

4 1


Bill No. 7

Carpentry and Joinery

COLLECTION

Page AmountNo


41

Carried to Summary R Bill No. 7Carpentry and JoineryEldoraigne Ext 35Erf 4145

4 2



BILL NO. 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

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

Bulkheads

Bulkheads are those areas of the ceiling which are at a leveldiffering from the general ceiling in a particular room or areaand which generally occur along the perimeter of the room orarea. Their purpose is either to conceal services or to createan architectural feature by changing levels.

NAILED UP CEILINGS

6.4mm "Rhino" gypsum plasterboard with 63mm widestrips of mesh scrim nailed over joints and the wholefinished with gypsum skim plaster trowelled to a smoothpolished surface to a thickness recommended by themanufacturer

A Ceilings including 38 x 38mm SAP brandering at 40mm centres, including 50 x 50mm sawn softwood hangers fixed to rafters m 1,615

Carried to Collection R Bill No. 8Ceilings, Partitions and Access FlooringEldoraigne Ext 35Erf 4145

4 3


A Extra over ceiling for 600 x 450mm trap door of 38 x 38mmwrought softwood rebated framing with two 38 x 38mm sawnsoftwood cross brandering covered with ceiling board and fittedflush in opening No 25

Gypsum plasterboard Cornices

B 75mm Cornices m 2,927

"Aerolite" insulation

C 50mm Insulation closely fitted and laid on top of ceiling panelsetc m 1,615

Carried to Collection R Bill No. 8Ceilings, Partitions and Access FlooringEldoraigne Ext 35Erf 4145

4 4


Bill No. 8

Ceilings, Partitions and Access Flooring

COLLECTION

Page AmountNo


44

Carried to Summary R Bill No. 8Ceilings, Partitions and Access FlooringEldoraigne Ext 35Erf 4145

4 5



BILL NO. 9

FLOOR COVERINGS, WALL LININGS, ETC


Fixing

Floor coverings, wall linings, etc shall, where applicable, befixed with adhesive as recommended by the manufacturers ofthe flooring, linings, etc

FLOOR COVERINGS

Timber flooring

A On floors m 1,254

SKIRTINGS, NOSINGS, ETC

Timber skirtings, nosings, etc to match floor

B 75mm high m 612

DIVIDING STRIPS

C 10mm Aluminium straight dividing strip m 34

Carried to Summary R Bill No. 9Floor CoveringsEldoraigne Ext 35Erf 4145

4 6



BILL NO. 10

METALWORK


ALUMINIUM WINDOWS, DOORS, ETC

ALUMINIUM CASEMENT WINDOWS

Naturally anodised casement windows, complete with frames,subframes, ironmongery, glass, sealing, etc and fixing tobrickwork or concrete

A Purpose made window, 600 x 1480mm high W1 No 3

B Purpose made window, 1200 x 1500mm high W2 No 2

C Purpose made window, 800 x 1480mm high W3 No 1

D Purpose made window, 1800 x 1490mm high W4 No 1

E Purpose made window, 1800 x 1480mm high W5 No 2

F Purpose made window, 1800 x 1800mm high W6 No 2

G Purpose made window, 440 x 2720mm high W7/W8 No 2

H Purpose made window, 780 x 2300mm high W9 No 1

J Purpose made window, 610 x 2300mm high W10 No 1

K Purpose made window, 2720 x 220mm high W11 No 2

L Purpose made window, 7260 x 2640mm high W12 No 1

M Purpose made window, 3570 x 2640mm high W13 No 1

N Purpose made window, 340 x 2720mm high W14 No 1

P Purpose made window, 330 x 2720mm high W15 No 1

Q Purpose made window, 450 x 2380mm high W16 No 1

Carried to Collection R Bill No. 10MetalworkEldoraigne Ext 35Erf 4145

4 7


A Purpose made window, 420 x 2300mm high W17 No 1

B Purpose made window, 3740 x 4420mm high W18 No 1

C Purpose made window, 800 x 4420mm high W19 No 1

D Purpose made window, 5050 x 680mm high W20 No 1

E Purpose made window, 4970 x 1520mm high W21 No 1

F Purpose made window, 5020 x 1090mm high W22 No 1

G Purpose made window, 5050 x 4280mm high W23 No 1

H Purpose made window, 4600 x 1450mm high W24 No 1

J Purpose made window, 10 510 x 970mm high W25 No 1

K Purpose made window, 4330 x 930mm high W26 No 1

L Purpose made window, 540 x 770mm high W27 No 1

M Purpose made window, 5700 x 770mm high W28 No 1

N Purpose made window, 11 500 x 790mm high W29 No 1

P Purpose made window, 18 730 x 1180mm high W30 No 1

Q Purpose made circular window, 3610 x 1180mm high W31 No 1

R Purpose made circular window, 3680 x 1180mm high W32 No 1

S Purpose made window, 430 x 2550mm high W33 No 1

T Purpose made window, 900 x 2470mm high W34 No 1

ALUMINIUM DOORS

Naturally anodised doors, complete with frames, subframes,ironmongery, glass, sealing, etc and fixing to brickwork orconcrete

U Purpose made door, 980 x 2730mm high D4 No 1

V Purpose made door, 900 x 2130mm high D6 No 1

W Purpose made door, 920 x 2720mm high D7 No 1

X Purpose made door, 600 x 2470mm high D9 No 2


4 8


ALUMINIUM SLIDING/STACKING DOORS

Naturally anodised sliding/stacking doors, complete withframes, subframes, ironmongery, glass, sealing, etc and fixingto brickwork or concrete

A Purpose made door, 2790 x 2720mm high SD1 No 1

B Purpose made door, 3040 x 2720mm high SD2 No 1

C Purpose made door, 2020 x 2380mm high SD5 No 1

D Purpose made door, 1180 x 2720mm high SD6 No 1

E Purpose made door, 1250 x 2380mm high SD7 No 1

F Purpose made door, 1200 x 2720mm high SD8 No 1

G Purpose made door, 1250 x 2300mm high SD9 No 1

H Purpose made door, 1590 x 2130mm high SD10 No 1

J Purpose made door, 2160 x 2130mm high SD11 No 1

K Purpose made door, 3670 x 2130mm high SD12 No 1

L Purpose made door, 3820 x 2130mm high SD13 No 1

M Purpose made door, 2060 x 2130mm high SD14 No 1

N Purpose made door, 2690 x 2300mm high SD15 No 1

P Purpose made door, 2480 x 2720mm high SD16 No 1

Q Purpose made door, 1800 x 2720mm high SD17 No 1

R Purpose made door, 2480 x 2720mm high SD18 No 1

S Purpose made door, 9160 x 2720mm high SD19 No 1

T Purpose made door, 5100 x 4930mm high SD20 No 1

U Purpose made door, 2450 x 4930mm high SD21 No 1

V Purpose made door, 8220 x 4930mm high SD22 No 1

W Purpose made door, 1720 x 3230mm high SD23 No 1

X Purpose made door, 2260 x 2720mm high SD24 No 1


4 9
















Q Purpose made door, 3910 x 2720mm high SD39 No 1

R Purpose made door, 3850 x 2480mm high SD40 No 1

S Purpose made door, 2710 x 2720mm high SD41 No 1

T Purpose made door, 3750 x 2720mm high SD42 No 1

U Purpose made door, 2010 x 2720mm high SD43 No 1

V Purpose made door, 2010 x 2720mm high SD44 No 1

W Purpose made door, 3700 x 2720mm high SD45 No 1

X Purpose made door, 2520 x 2720mm high SD46 No 1

Y Purpose made door, 6180 x 2720mm high SD47 No 1

Z Purpose made door, 4220 x 2720mm high SD48 No 1

AA Purpose made door, 4610 x 2550mm high SD49 No 1


5 0
















STAINLESS STEEL BALUSTRADES

Stainless steel balustrades 1m high, including handrails, fixingposts, and 5 x 16mm diameter horizontal bars

Q 1m high fixed to floors on level plane m 108

R 1m high raking to staircases fixed to steel stair frame m 62


5 1


Bill No. 10

Metalwork

COLLECTION

Page AmountNo


48

49

50

51

Carried to Summary R Bill No. 10MetalworkEldoraigne Ext 35Erf 4145

5 2



BILL NO. 11

PLASTERING


SCREEDS

Screeds on concrete

A 25mm Thick on floors and landings m 1,615

INTERNAL PLASTER

Compo plaster on brickwork

B On walls m 5,542

C On narrow widths m 728

EXTERNAL PLASTER

Cement plaster on brickwork

D On walls m 1,472

E On narrow widths m 728

Carried to Summary R Bill No. 11PlasteringEldoraigne Ext 35Erf 4145

5 3



BILL NO. 12

TILING


FLOOR TILING

Porcelain tiles on screed (screed elsewhere measured)including 6mm joints or as specified and treated withnon-slip coating.

A On floors and landings m 361

B Skirtings 100mm high m 202

Carried to Summary R Bill No. 12TilingEldoraigne Ext 35Erf 4145

5 4



BILL NO. 13

PLUMBING AND DRAINAGE


N O T E : All trenches shall be backfilled with material selectedfrom trench excavations and compacted to a minimum densityof 100% Mod AASHTO

NOTE: All sleeves to be laid in bedding class B


"Polycop" polypropylene pipes

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

Pipes shall be firmly fixed to walls etc with coloured nylonsnap-in pipe clips with provision for accommodating thermalmovement and jointed and fixed strictly in accordance with themanufacturer's instructions

All pipe diameters are nominal external

"Polylink" polypropylene pipes

Polypropylene pipes 63mm diameter and over shall be class 12pipes jointed with cast iron "Supraclamp" running joints

Fusion welded bends, once or twice mitred as necessary, andtees shall be factory manufactured

Carried to Collection R Bill No. 13Plumbing and DrainageEldoraigne Ext 35Erf 4145

5 5


Fusion welded bends and tees shall include jointing to pipeswith PVC rubber ring double Z joint couplers

Branch tees shall include flanged and bolted joints to "Polycop"branch pipes in addition and for brass compression male iron tocopper straight couplers

Reducers shall include jointing to pipes with PVC rubber ringdouble Z joint couplers and reducers shall be of sufficientoverall length to accommodate same

All pipes shall be jointed and fixed strictly in accordance withthe manufacturer's instructions

All pipe diameters are nominal external

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


5 6


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

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shallbe deemed to include fixing to walls etc, casting in, building inor suspending not exceeding 1m below suspension level

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

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


5 7


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 (Pipetrenches)

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

SUBSOIL DRAINAGE

Subsoil drainage, etc

uPVC pipes

A 50mm uPVC "Geopipe" laid in and including trenches notexceeding 500mm deep including 19mm crushed stoneencasing size 300 x 300mm minimum hight and U14 geofabricfilter blanket wrapped around encasing with 150mm side and300mm end laps including stitching under surface beds m 334

Extra over uPVC pipes for fittings

B 50mm Bend No 34


5 8


A 50mm inspection eye junction No 13

B 50mm Tees No 16

STORMWATER DRAINAGE

uPVC Class 34 pipes

C 110mm Pipes laid in and including trenches not exceeding 1mdeep m 171

Extra over uPVC class 34 pipes for fittings

D 160 x 110mm Reducer No 1

E 110mm Junction No 6

Precast concrete manholes including all neccessaryjunctions, connections, excavations, benching etc.complete (Covers measured elsewhere)

F Inspection chamber 750mm diameter exceeding 750mm andnot exceeding 1 000mm deep internally No 1

Gratings, covers, etc

G 550mm x 176kg Type 4A heavy duty cast iron manhole coverand frame No 1

Sundries, etc

H Testing stormwater drainage system Item

J Cutting into existing municipal manhole for and connecting 160mm diameter pipes including inserting 160mm channel junctionand making good, concrete benching, etc No 1

SOIL DRAINAGE

uPVC Class 51 pipes

K 110mm Pipes laid in and including trenches not exceeding 1mdeep m 164

Extra over uPVC class 51 pipes for fittings

L 110mm 45 Deg. bend No 18

M 110mm Junction with inspection eye bend No 12


5 9


Cast iron rodding eyes

A Type F7908 cast iron rodding eye with and including 300 x300mm 25MPa concrete surround No 7

Precast concrete manholes including all neccessaryjunctions, connections, excavations, benching etc.complete (covers elsewhere) as per engineer'sspecification

B Inspection chamber 1 000mm diameter exceeding 750mm andnot exceeding 1 000mm deep internally No 1

Gratings, covers, etc

C 550mm x 176kg Type 2A heavy duty cast iron manhole coverand frame No 1

D Lifting key for manhole cover No 1

Sundries

E Testing soil drainage system Item

F Cutting into existing municipal manhole for and connecting110mm diameter pipes including inserting 110mm channeljunction and making good concrete benching No 1

WATER SUPPLIES

High Denstity "Polycop" polypropylene

G 15mm Pipes chased in walls, etc including supports m 325

H 22mm Pipes chased in walls, etc including supports m 237

J 35mm Pipes laid in trenches not exeeding 1m deep m 172

Extra over high denstity "Polycop" polypropylene pipes forcast iron fittings

K 15mm Bends No 31

L 15mm Junctions No 11

M 22mm Bends No 23

N 22mm Junctions No 9


6 0


A 22mm Reducing junction No 8

B 35mm Bends No 16

C 35mm Junctions No 4

D 35mm Reducing junction No 5

Valves, etc

E 35mm Class 12 cast iron gate valve and water meter with35mm in and out flow No 22

F 600 x 600mm Valve box with type 11A cast iron cover No 14

Sundries

G Testing water pipe system Item

H Locating and cutting into existing municipal water main andconnecting 35mm diameter pipes including inserting 35mmjunction and making good No 1

RAINWATER DISPOSAL

Watertight Seamless pre-painted Domestic Aluminiumgutters and downpipes

J Gutters m 612

K Extra over eaves gutter for angle No 21

L Extra over eaves gutter for outlet for downpipe No 20

M 50 x 75mm Downpipes m 100

Precast concrete

N Standard gulley size 430 x 445 x 165mm with opening size125mm diameter including grid bedded on concrete No 20

DUCTS FOR TELKOM / INTERCOM CABLES ETC

uPVC class 51 with and including draw wire

P 110mm Pipes laid in and including trenches not exceeding 1mdeep m 179

SANITARY PLUMBING INSTALLATION


6 1


Design Responsibility

The contractor shall be responsible for the design of theinternal plumbing reticulation. The contractor will submit shopdrawings for approval to Davis Langdon Farrow Laing forapproval by the engineer/architect within two weeks after thedate of tender closing. Appointment of the successfull tendererwill be subject to approval of the internal plumbing reticulation.The contractor shall commence manufacturing only afterwritten approval of shop drawings from the engineer/architect.

The following is to be taken into consideration in thedesign and subsequent pricing of the internal plumbingand drainage reticulation:

Soil Drainage

Soil drainage points has been allowed as indicated on thearchitect's drawings. The contractor is to allow for the locationof point left by other on main drainage pipe, connection thereto,new pipework and fittings, junctions, bends, excavation,backfilling, etc to this point.

All sanitary waste pipework shall be uPVC. Where pipeworkpass under buildings they shall be encased in concrete. Fittingsto waste pipes shall be standard uPVC pipe fittings andadequate rodding eyes are to be allowed.

Water Supplies

Connection shall be made at point left by other as indicated onthe site plan and the contractor is to allow for the location of thispipe and connection of all new pipework.

The contractor to allow for one external masterbox with astopvalve and a domestic watermeter.

All pipework to be class II copper pipe with compression fittingsunder ground and solvent welded fittings above ground.

The contractor is to ensure that a balanced water system isachieved.

The contractor are to allow for minimum 5 no. external taps.


6 2


Sanitary Specification

Sanitary fittings will be a provisional amount but the contractoris to allow for the installation thereof, connection thereto, etccomplete for the following:

A - Wash hand basin No 16

B - Single sink No 2

C - Double sink No 2

D - Shower No 12

E - Bath No 6

F - Jacuzzi No 2

G - Water Closet No 12

H - Washing Machine and Dishwasher point No 2

Taking the above mentioned specification into consideration thecontractor is to design, supply and install the complete internalplumbing installation inclusive of safety valves, stopcocks, etc.


6 3


ELECTRIC WATER HEATERS

"Megaflow" Kwikot

A 300 Litre horizontal solar powered roof mounted electric waterheater including galvanised drip tray and overflow 10m long and22mm diameter No 2


6 4


Bill No. 13

Plumbing and Drainage

COLLECTION

Page AmountNo


56

57

58

59

60

61

62

63

64

Carried to Summary R Bill No. 13Plumbing and DrainageEldoraigne Ext 35Erf 4145

6 5



BILL NO. 14

ELECTRICAL INSTALLATION


ELECTRICAL INSTALLATION

Design Responsibility

The contractor shall be responsible for the design of theinternal electrical reticulation. The contractor will submit shopdrawings for approval to Davis Langdon Farrow Laing forapproval by the engineer/architect within two weeks after thedate of tender closing. Appointment of the succesfull tendererwill be subject to approval of the internal electrical reticulationdesign. The contractor shall commence manufacturing onlyafter written approval of shop drawings from the engineer/architect.

The following must be allowed for as per "Specificationand Schedule of Finishes"

Design Criterea

The following are to be allowed for:

Refer to electrical drawings no 4-1/E, 4-2/E & 4-3/E forelectrical fittings, layout and positions.

Other:- Provision for Telkom line- Provision for Intercom line- Provision for Alarm points- Provision for Telkom ISDN line- Provision for DSTV line (Other to connect central DSTVsystem)- Connection and supply to under floor heating thermostat- Geyser points including connection- Connection of light fittings- All other requirements as per architects drawings- Oostersee boxes- The contractor is to allow for the connection to the externalelectrical connection including locating cable approximately 5mfrom building edge, connecting with and including neccessary

Carried to Collection R Bill No. 14Electrical InstallationEldoraigne Ext 35Erf 4145

6 6


cable, terminations, etc.

A Taking the above mentioned specification into consideration,the contractor are to design, supply and install the completeinternal electrical installation to the unit and garage, etcincluding all necessary switches, cover plates, stoveconnections, telephone points, ISDN line point, television pointswith neccesary connectors and cable, doorbell, distributionboards to the individual unit as well as the required oosterseeboxes to each building for all the electrical and Telkomrequirements, wiring, conduiting, plugs, light fittings, etc allaccording to the architects drawings complete includingcertification by an independent registered professional electricalengineer (A detailed priced breakdown of work to be done willbe required prior to signing of the contract)

m 1,615.00

Carried to Collection R Bill No. 14Electrical InstallationEldoraigne Ext 35Erf 4145

6 7


Bill No. 14

Electrical Installation

COLLECTION

Page AmountNo


67

Carried to Summary R Bill No. 14Electrical InstallationEldoraigne Ext 35Erf 4145

6 8



BILL NO. 15

GLAZING


TOPS, SHELVES, DOORS, MIRRORS, ETC

5mm Silvered float glass mirrors with 80mm wide timberframe plugged to brickwork or concrete

A Mirror 800 x 1 000mm high No 12

Carried to Summary R Bill No. 15GlazingEldoraigne Ext 35Erf 4145

6 9



BILL NO. 16

PAINTWORK


ON FLOATED PLASTER

One coat Plascon" undercoat and two coats "PlasconPapyrus E14-3" interior wall finish

A On internal walls m 5,542

One coat Plascon" undercoat and two coats "PlasconMayan Stone E14-4" exterior wall finish

B On external walls m 1,472

ON SKIMMED RHINOBOARD

One undercoat and two internal coats

C On ceilings m 1,615

Carried to Summary R Bill No. 16PaintworkEldoraigne Ext 35Erf 4145

7 0



BILL No. 17

EXTERNAL WORKS

NOTE: Tenderers are advised to study the model preambles fortrades before pricing this bill

NOTE: All trenches shall be backfilled with material selectedfrom trench excavations and compacted to a minimum densityof 100% Mod AASHTO

NOTE: All sleeves to be laid in bedding class B


Nature of the ground

The Tenderer shall acquaint himself by personal examination ofthe nature of the ground. Descriptions of excavations shall bedeemed to include all ground conditions classifiable as "earth"and where conditions of a more difficult character are indicatedthese are separately measured

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

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"

ROADWORK

Carried to Collection R Bill No. 17External WorksEldoraigne Ext 35Erf 4145

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Earth filling supplied by the contractor under roads,pavings, etc

A Over site of G5 material in accordance with SABS 1200 DMcompacted to 95% Mod AASHTO density m 12

Compaction of surfaces

B Compaction of ground surface under pavings, etc includingscarifying for a depth of 100mm, breaking down oversizematerial, adding suitable material where necessary andcompacting to 100% Mod AASHTO density m 82

Soil insecticides

C Under roadways, pavings, etc m 82

ROAD SURFACING, ETC

Cobble pavers (PC R 250.00 / m) with butt joints on 50mmthick river sand bed mixed with 10% dry cement with sandand cement mixture swept into joints and hosed downincluding all necessary cutting, etc

D Paving in herringbone pattern m 82

BOUNDARY WALL

3.2m high plastered and painted brick wall includingfoundations, excavations, and finishing work

E 220mm wall m 168

F 440mm wall m 60

Steel gates fixed to wall and palisade fence, including posts etc.

G Double gate 3.6m x 2.4m high No 2

Carried to Collection R Bill No. 17External WorksEldoraigne Ext 35Erf 4145

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Bill No. 17

External Works

COLLECTION

Page AmountNo


72

Carried to Summary R Bill No. 17External WorksEldoraigne Ext 35Erf 4145

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BILL NO. 18

PROVISIONAL AMOUNTS


MECHANICAL WORK/AC

A Allow the provisional sum of R195,000.00 (One hundred andninety five Thousand Rand) NET for the supply and installationof airconditioning split units by a sub-contractor Item 195,000 00

B Add for profit Item

C Allow for general attendance on sub-contractor Item

INTERCOM SYSTEM

D Allow the Provisional Amount of R8,000.00 (Eight ThousandRand) NET for a intercom system to be executed by asub-contractor Item 8,000 00

E Add for profit Item

F Add for general attendance on sub-contractor Item

ALARM SYSTEM

G Allow the Provisional Amount of R13,000.00 (ThirteenThousand Rand) NET for an alarm system to be executed by asub-contractor Item 13,000 00

H Add for profit Item

J Add for general attendance on sub-contractor Item

UNDERFLOOR HEATING

K Allow the Provisional Amount of R60,000.00 (Sixty ThousandRand) NET for underfloor heating installation to be executed bya sub-contractor Item 60,000 00

L Add for profit Item

Carried to Collection R Bill No. 18Provisional AmountsEldoraigne Ext 35Erf 4145

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A Add for general attendance on sub-contractor Item

WASHING LINE

B Allow the Provisional Amount of R2,500.00 (Two ThousandFive Hundred Rand) NET for a washing line to be installed by asub-contractor Item 2,500 00

C Add for profit Item

D Add for general attendance on sub-contractor Item

STONE CLADDING

E Allow the Provisional Amount of R275 000.00 (Two hundredand Seventy Five Thousand Rand) for stone cladding to beinstalled by a sub-contractor. Item 275,000 00

F Add for profit Item

G Add for general attendance on sub-contractor Item

SKYLIGHT

H Allow the Provisional Amount of R170 000.00 (One hundredand Seventy Thousand Rand) for a Skylight to be installed by asub-contractor Item 170,000 00

J Add for profit Item

K Add for general attendance on sub-contractor Item

INDOOR SWIMMING POOL

L Allow the Provisional Amount of R155 000.00 (One hundredand fifty Five Thousand Rand) NET for a heated internalswimming pool to be installed by a sub-contractor inclusive ofall preparatory works for the internal construction. Item 155,000 00

M Add for profit Item

N Add for general attendance on sub-contractor Item

STRUCTURAL STEELWORK

P Allow the Provisional Amount of R325 000.00 (Three hundredand Twenty Five Thousand Rand) for structural steelwork forroofs & staircases to be installed by a sub-contractor. Item 325,000 00


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A Add for profit Item

B Add for general attendance on sub-contractor Item

SUNSCREENS

C Allow the Provisional Amount of R140 000.00 (One Hundredand Forty Thousand Rand) for Sunscreens externally towindows to be installed by a sub-contractor Item 140,000 00

D Add for profit Item

E Add for general attendance on sub-contractor Item

LANDSCAPING

F Allow the Provisional Amount of R38 000.00 (Thirty EightThousand Rand) NET for all landscaping to gardens andentrance to be installed by a sub-contractor inclusive of allpreparatory works. Item 38,000 00

G Add for profit Item

H Add for general attendance on sub-contractor Item


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Bill No. 18

Provisional Amounts

COLLECTION

Page AmountNo


75

76

Carried to Summary R Bill No. 18Provisional AmountsEldoraigne Ext 35Erf 4145

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FINAL SUMMARY

Bill Page AmountNo No

1 25Preliminaries

2 28Earthworks

3 32Concrete, Formwork and Reinforcement

4 35Masonry

5 38Waterproofing

6 39Roof Coverings

7 42Carpentry and Joinery

8 45Ceilings, Partitions and Access Flooring

9 46Floor Coverings

10 52Metalwork

11 53Plastering

12 54Tiling

13 65Plumbing and Drainage

14 68Electrical Installation

15 69Glazing

16 70Paintwork

17 73External Works

18 77Provisional Amounts

Allow the Sum of R 150,000 (One Hundred and Fifty ThousandRand) for a builder's contingency Item Included

SUB - TOTAL R

Add : Value Added Tax (14%) R

Carried to Form of Tender R Eldoraigne Ext 35Erf 4145

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eldoraigne ext 35 - unpriced

Documents

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