section no. 1 bill no 1 preliminaries building … 2 (part2) 2018-01-22.pdf · model preambles and...

QS17-010

Item Quantity Rate AmountNo

SECTION NO. 1

BILL NO 1

PRELIMINARIES

BUILDING AGREEMENT AND PRELIMINARIES

Principal Building Agreement Code 2101, editio n 5 July2007

Preliminaries Published by the ASAQS, August 2010

i) The agreement is to be the JBCC Series 2000Principal Building Agreement (Edition 5.0 of 2007)prepared by the Joint Building Contracts Committee,July 2007

ii) The preliminaries are to be prepared and publishedby the Association of S.A Quantity Surveyors, August2010 edition and shall be deemed to be incorporatedherein

iii) Tenderers are referred to the abovementioneddocuments for the full intent and meaning of eachclause thereof (hereinafter referred to by heading andclause number only) for which such allowance must bemade as may be considered necessary

iv) These clauses are hereinafter referred to by clausenumber and heading only. Where standard clauses oralternatives are not entirely applicable to this contractsuch modifications, corrections or supplements as willapply are given under each relevant clause heading

v ) Where any item is not relevant to this specificcontract such item is marked N/A (signifying "notapplicable")

vi) No claim whatsoever shall be entertained in respectof errors or omissions in pricing due to brevity ofdescriptions of items in these Bills of Quantities w h i c hare fully described when read in conjunction with therelevant clauses of the said Principal BuildingAgreement, Preliminaries and Preambles

Carried to Collection R Section No. 1Bill No. 1Preliminaries JBCCHOMEVALE FIRE STATIONKIMBERLEY

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vii) The Tenderer shall allow opposite each of theclauses whatever tariffs, costs and charges he mayconsider necessary for the carrying out, c o m p l y i n gwith and due observance of the provisions, conditionsand requirements set out herein

Only priced items will be considered in respect of anyadjustment of this section

Any items left unpriced will be understood to beprovided for elsewhere and no claim for any extrasarising out of the tenderer's omission to price any itemwill be entertained

Preambles for Trades

The Model Preambles for Trades (2008 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 theprovision of the said Model Preambles

The Contractor's prices for all items throughout these Bills ofQuantities must take account of and include for all of theobligations, requirements and specifications given in the saidModel Preambles and in any supplementary preambles

Pricing of Preliminaries

Should the Contractor select Option A in terms of sub clause3.2.1 in the Contract Data - Contractor to Employer (CE) for thepurpose of adjustment of these Preliminaries, the amountentered into the amount column in these Preliminaries is to bedivided into one or more of the three categories providednamely Fixed (F), Value Related (V) and Time Related (T)


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SECTION A: PRINCIPAL BUILDING AGREEMENT

Definitions

1 Definitions (clause 1)

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

Objective and Preparation

2 Offer, Acceptance and Performance obligations (clause 2)

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

3 Documents (clause 3)

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

4 Design Responsibility (clause 4)

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

5 Employer's Agents (clause 5)

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

6 Contractor's Site Representative (clause 6)

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


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7 Compliance with Laws and Regulations (clause 7)

Without limiting the generality of the provisions of clause 7.0 ofthe agreement , the Contractor's attention is drawn to theprovisions of the Construction Regulations, 2003 issued interms of the Occupational Health and Safety Act, 2014 in whichit is specifically stated that the Employer shall prepare adocumented Health and Safety specification for the works a n dthat 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 of the Employer , issuesuch Health and Safety specification and the Contractor s h a l lprice opposite this item for compliance with the act and theregulations and the provisions of the aforementioned Healthand Safety specification, provided such provisions arereasonable in terms of the act and the regulations

Additional Preliminary Items:

The Contractor must supply the owner with a complete andcomprehensive Health and Safety plan in terms of the saidlatest acts of parliament and all relevant regulations and isresponsible for all Health and Safety issues, procedures,processes, measures and responsibilities. In this regard thefollowing must strictly be addressed but the onus andresponsibility is not limited to this list:

1. Safety of all machinery2. Hard hats by all people on site3. Dust and fume masks4. Safety belts and lines5. Safety of scaffolding, hoarding, screens,

fences, etc.6. Safety of gangways, planks, etc.7. Warning signs and safety barriers8. Safety reports to the principal agent and the

client9. Traffic safety on site and to and from the site10. Complete Health and Safety of the public 11. Ear plugs and sound protection12. The Contractor must adhere to and manage

all aspects specifically shown on the partiesHealth and Safety assessment and the general and specific Health and Safety specification. Should the specification bemore than what is required by regulation afair price for this extra work basedon the contract terms shall be agreed upon


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and be payable13. The Contractor must appoint a Health and

Safety official as required by law14. The Contractor shall keep an up to date

Health and Safety file on site15. All Sub-contractors must adhere to the

above and their responsibilities must be co-ordinated and supervised by the Contractor

16. A continuous Health and Safety assessmentmust be carried out by the Contractor in consultation with the Principal Agent

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

8 Works Risk (clause 8)

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

9 Indemnities (clause 9)

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

10 General Insurances (clause 10)

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

11 Special Insurances (clause 11)

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

12 Effecting Insurances (clause 12)

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

13 Assignment (clause 13)

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

14 Security (clause 14)

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

Execution

15 Preparation for and Execution of the Works (clause 15)

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


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16 Site and Access (clause 16)Known services will be pointed out but the contractor must firstcontact the principal agent before any interference is allowed.Trees may only be cut on approval by the Principal Agent

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

17 Contract Instructions (clause 17)Contract instructions shall only have effect if in writing andapproved by the Employer

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

18 Setting out of the works (clause 18)The Contractor shall notify the Principal Agent if anyencroachments of adjoining foundations, buildings, structures,pavements, boundaries, etc. exist in order that the necessaryarrangements may be made for the rectification of any suchencroachments

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

19 Temporary works and plant (clause 19)The Contractor must ensure that all works are protected andhoarded as required by regulations, laws or authority. TheEmployer requires that the entire site be properly hoarded andremain safe and secured throughout the building works andthat site offices be made available in terms of the contract. Astandard site notice board showing all professional agents, theClient and a description of the works must be provided

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

20 Nominated Sub-contractors (clause 20)It is specifically pointed out to the Contractors that the Employermaintains the right to omit any provisional amount fornominated Sub-contractors without any compensation to theContractor related to such omission in respect of attendancenot rendered, profit or real loss in profit related to suchomissions

The Employer also has the right to use any provisional amountto appoint direct contractors to do the work related to anyprovisional sum without compensation to the Contractor asdescribed above

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


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21 Selected Sub-contractors (clause 21)It is specifically pointed out to the Contractors that the Employermaintains the right to omit any provisional amount for selectedSub-contractors without any compensation to the Contractorrelated to such omission in respect of attendance not rendered,profit or real loss in profit related to such omissions


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

22 Employer's Direct Contractors (clause 22)The Tenderers (Contractors) must allow for the assistance,space allocation, programming and administration to thesecontractorsA specific list of direct Contractors will be provided to theContractor by the Principal Agent during progress of thecontractRefer to the notice under clause 20 above

NOTE:The following list serves as notification to the Contractor tomake the Contractor aware of possible direct Contractors andto ensure that the Contractor duly allows for such directSub-contractors:Data SwitchesData Network installationsAudio Visual installationTelephone installationsAccess control installationIT installationsSound systemsSecurity installations

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

23 Contractor's Domestic Sub-contractors (clause 23)The electrical and mechanical Sub-contractors must beapproved by the Employer prior to tendering. Non adherence ofthis term may lead to disqualification of a tender

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


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Completion

24 Practical Completion (clause 24)The Contractor shall not receive any mark-up for overheadsand profit on any ommission of tenant installation work ortenant work by others. Claims of loss of profit shall not beentertained

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

25 Works Completion (clause 25)

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

26 Final Completion (clause 26)

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

27 Latent Defects Liability Period (clause 27)

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

28 Sectional Completion (clause 28)

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

29 Revision of Date for Practical Completion (clause 29)

Clause 29.7 is deemed to be amended by the addition of thefollowing;.....with prior approval of the Client.

The removal and replacement of materials and / orworkmanship which do not conform to specifications ordrawings shall not constitute grounds for the extention of theconstruction period or revision of the date for practicalcompletion nor for the adjustment of the contract value. Theauthority of the Principal Agent in terms of clause 29 issubjected to the approval of the Employer

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

30 Penalty for Late or Non-completion (clause 30)

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


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Payment

31 Interim Payment (clause 31)The number of calendar days in terms of clause 31.9 shall be(14) fourteen and a tax invoice must be submitted to ensurethat the Employer is able to make payments

The inclusion of materials and goods stored off site in theamount authorized for payment in terms of clause 31.4 will notbe certified or paid by the client. The Contractor shall not havethe right to suspend the works as provided for in clause 31.15or 31.16

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

32 Adjustment to the Contract Value (clause 32)

Clause 32.13Omit

Notwithstanding the provisions of clause 32.13 or anyother clause all fluctuations in costs shall be for theaccount of the Contractor

Where prices are submitted by the contractor or n/ssubcontractor during the progess of the works in respectof contract instructions or in regard to a claim under theterms of the contract and notwithstanding the fact thatsuch prices may be used in an interim payme nt certificate,there is to be no presumption of acceptance. Should thePrincipal Agent wish to accept any such pric es prior to theissue of the final payment certificate, it shall be in writing

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

33 Recovery of Expense and Loss (clause 33)

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

34 Final Account and Final Payment (clause 34)

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

35 Payment to Other Parties (clause 35)

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


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Termination

36 Termination by Employer - Contractor's Default (clause 36)

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

37 Termination by Employer - Loss and Damage (clause 37)

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

38 Termination by Contractor - Employer's Default (clause 38)

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

39 Termination - Cessation of the Works (clause 39)

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

Dispute

40 Settlement of Disputes (clause 40)

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

Substitute Provisions / Contract Agreement

Refer to post tender Provisions

Contract data - Employer to Contractor Code 2101 - EC

41 The schedule: Information (clause 41 and EC)

The required post tender information shall be inserted in thepost tender provisions after consultation with the contractor

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

Contractual agreement (clause 42)

The required information of the contracting parties and theamount of the accepted contract sum shall be inserted in thecontractual agreement for signature of the agreement by thecontracting parties

Information necessary for completion of those clausescontained in the contract data which are necessary for tenderpurposes is given hereunder


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1.1Employer:Sol Plaatje Local MunicipalityPrivate Bag X5030Kimberley8300

1.2Principal Agent: Gibb (Pty) Ltd Postal Address: PO Box 20083, WillowsCode: 9320 Tel: 051 447 1711 Fax: 051 447 1714

1.3Agents service: Architect Agent (1): Hennie Lambrechts Argitekte Postal Address: P.O. Box 6874, BloemfonteinCode: 9300 Tel: 051 430 1551 Fax: 051 430 9358E-mail:[email protected]

1.4 Agents service: Quantity SurveyorAgent (2): QS.Com (Pty) Ltd Postal address: PO Box 39012Code: 9330 Tel: 051 446 0860 Fax: 051 446 0860 E-mail: [email protected]

1.5Agents service: Electrical Engineers Agent (3): Gibb (Pty) Ltd Postal Address: PO Box 20083, WillowsCode: 9320 Tel: 051 447 1711 Fax: 051 447 1714

1.6Agents service: Mechanical Engineers Agent (4): Gibb (Pty) Ltd Postal Address: PO Box 20083, WillowsCode: 9320 Tel: 051 447 1711 Fax: 051 447 1714


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1.7 Interest of Principal Agent or other agents in the projectWhere "yes" the specific requirements are describedbelow or detailed in the contract document

(yes/no) [no]

Details where "yes" __________________

2. CONTRACT AND SITE INFORMATION

2.1. The law applicable to agreement

(Country/State) [RSA]

2.2. Works Identification:

This project comprises of the following:New Homevale Satellite Fire Station Kimberley

2.3 Site Description:As per C3 Scope of Works, Page 233

2.4 Date on which possession of the site is intended tobe given:

Appointment of ContractorTo be detemined

Possession of site by Contractor To be detemined

2.5 Period for the commencement of the works after theContractor takes possession of the site

(working day) [7]

2.6 Completion in sections is required:

(yes/no) [no]

(no of sections) [N/A]

2 . 7 Waiver of contractors lien or right of continuingpossession is required

(yes/no) [yes]


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2.8 Defined restrictions to the site area. Where "yes" thespecific requirements are described below or detailedin the contract documents

(yes/no) [yes]

2.9 Geotechnic investigation of the site has beenundertaken. Where "yes" results are included in thecontract documents

(yes/no) [no]

2.10 Existing premises will be occupied. Where "yes" thespecific requirements are described below or detailedin the contract document

(yes/no) [No]

2.11 Provision of temporary services is required. Where"yes" the specific requirements are described below ordetailed in the contract documents (yes/no)

[yes]

2.11.1 Water Option A Contractor - his cost Option B Employer - free of charge Option C Employer - metered

(contractor cost)

(A,B or C) [C]

2.11.2 Electricity Option A Contractor - his cost Option B Employer - free of charge Option C Employer - metered

(contractor cost)

(A,B or C) [C]

2.11.3 Telecom Option A Contractor - his costOption B Employer - free of chargeOption C Employer - metered

(contractor cost)

(A,B or C) [A]


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2.11.4 Ablutions Option A Contractor - his cost Option B Employer - Free of charge

(A or B) [A]

Place and position of ablutions must be done in accordancewith the principal agent's instructions.

2.12 Protection of existing trees and shrubs is required. Where "yes" the specific requirements are describedbelow or detailed in the contract documentsTrees and plants that are to be removed will be pointedout by the Principal Agent (removal elsewhere includedin these Bills of Quantities)

(yes/no) [yes]

3. INSURANCES

3.1 Contract works insurance to be effected by (Employer/Contractor) [AS PER CLIENT]

For the sum of: CLIENT REQUIREMENTSWith a deductible of: CLIENT REQUIREMENTS

3.2 Supplementary/special insurance is required.The Employer is responsible for effecting this insurance

(Employer/Contractor) [AS PER CLIENT]



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3.3 Public liability insurance to be effected by



The Contractor is to effect this insurance. TheContractor must also insure for all the risks related tohis own activities as no liability will be taken by theEmployer or anybody else for the negligent actions ofthe Contractor. All actions must be taken by theContractor to secure the works and interests of bothparties

3.4 Support insurance to be effected by

(Employer/Contactor) [AS PER CLIENT]

For the sum of CLIENT REQUIREMENTSWith a deductible of CLIENT REQUIREMENTS

3.5 Special insurance to be effected by


For the sum of CLIENT REQUIREMENTSWith a deductible of CLIENT REQUIREMENTS

4. PRACTICAL COMPLETION AND PENALTIES

4.1 Intended date of practical completion and thepenalty per calender day for the works as a whole:

Date: To be deteminedPenalty amount per calander day: To be detemined

4.2 Intended date of practical completion and the penaltyper calendar day for work in sections:

N/A

Penalty amount per calendar day: N/A


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5. DOCUMENTS AND GENERAL

5.1 Number of construction document copies to besupplied free of charge

(no of) [1]

5.2 The priced document may be used as a specificationof materials and goods and work methods

(yes/no) [no]

5.3 The Contractor shall provide a schedule of rates

(yes/no) [no]

(Addendum No) [N/A]

5.4 Details of changes made to the provisions of JBCCstandard documentation as contained herein

(yes/no) [Yes]

(Addendum No) [Clause 6]

5.5 On acceptance of the Tender, the Bills ofQuantities/lump sum document is to be submittedwithin the stated working days - forms part ofTender

(No of) [1]

5.6 Work to be undertaken by direct contractors

(yes/no) [yes]

(Addendum No) [N/A]

5.7 Manuals related to the works must be submitted to thePrincipal Agent as listed below: To be given during theconstruction period: Co-ordinated by the PrincipalAgent

5.8 Interim payment certificate to be issued by

(Date of month) [20]


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6. CHANGES MADE TO THE STANDARD JBCC DOCUMEN T

6.1 Changes made to the standard JBCC document

Clause 7See Item 7 of this Preliminaries

Clause 16Known services will be pointed out but the contractor must firstcontact the principal agent before any interference is allowed.Trees may only be cut on approval by the Principal Agent

Clause 17Contract instructions shall only have effect if in writing andapproved by the Employer

Clause 18The Contractor shall notify the Principal Agent if anyencroachments of adjoining foundations, buildings, structures,pavements, boundaries, etc. exist in order that the necessaryarrangements may be made for the rectification of any suchencroachments

Clause 19The Contractor must ensure that all works are protected andhoarded as required by regulations, laws or authority. TheEmployer requires that the entire site be properly hoarded andremain safe and secured throughout the building works andthat site offices be made available in terms of the contract. Astandard site notice board showing all professional agents, theClient and a description of the works must be provided

Clause 20It is specifically pointed out to the Contractors that the Employermaintains the right to omit any provisional amount fornominated Sub-contractors without any compensation to theContractor related to such omission in respect of attendancenot rendered, profit or real loss in profit related to suchomissions


Clause 21It is specifically pointed out to the Contractors that the Employermaintains the right to omit any provisional amount for selectedSub-contractors without any compensation to the Contractor


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related to such omission in respect of attendance not rendered,profit or real loss in profit related to such omissions


Clause 22See Item 22 of this Preliminaries

Clause 23The electrical and mechanical Sub-contractors must beapproved by the Employer prior to tendering. Non adherence ofthis term may lead to disqualification of a tender

Clause 24The Contractor shall not receive any mark-up for overheadsand profit on any ommission of tenant installation work ortenant work by others. Claims of loss of profit shall not beentertained

Clause 29Clause 29.7 is deemed to be amended by the addition of thefollowing;.....with prior approval of the Client.

The removal and replacement of materials and / orworkmanship which do not conform to specifications ordrawings shall not constitute grounds for the extention of theconstruction period or revision of the date for practicalcompletion nor for the adjustment of the contract value. Theauthority of the Principal Agent in terms of clause 29 issubjected to the approval of the Employer

Clause 31Interim PaymentThe number of calendar days in terms of clause 31.9 shall be(14) fourteen and a tax invoice must be submitted to ensurethat the Employer is able to make payments.

The inclusion of materials and goods stored off site in theamount authorized for payment in terms of clause 31.4 will notbe certified or paid by the client. The Contractor shall not havethe right to suspend the works as provided for in clause 31.15or 31.16

Clause 32.13Omit


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Notwithstanding the provisions of clause 32.13 or anyother clause all fluctuations in costs shall be for theaccount of the Contractor

Where prices are submitted by the contractor or n/ssubcontractor during the progess of the works in respectof contract instructions or in regard to a claim under theterms of the contract and notwithstanding the fact thatsuch prices may be used in an interim payme nt certificate,there is to be no presumption of acceptance. Should thePrincipal Agent wish to accept any such pric es prior to theissue of the final payment certificate, it shall be in writing

SECTION C - SPECIFIC PRELIMINARIESSee Section C of these Preliminaries Item


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SECTION B - PRELIMINARIES: AUGUST 2010:PUBLISHED BY THE ASAQS

Definitions and interpretation

42 Clause 1.0 - Definitions and interpretation

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

Documents

43 Clause 2.1 - Checking of documents

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

44 Clause 2.2 - Provisional bills of quantities

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

45 Clause 2.3 - Availability of construction documentation

The budgetary allowances and selected/nominatedsub-contract amounts allocated for subsequent trades includedin this document will be separately procured, based on multipleprocurement of selected/nominated Sub-contractors during theconstruction period

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

Previous work and adjoining properties

46 Clause 3.1 - Previous work - dimensional accuracy

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

47 Clause 3.2 - Previous work - defects

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

48 Clause 3.3 - Inspection of adjoining properties

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

Samples, shop drawings and manufacturer's instructi ons

49 Clause 4.1 - Samples of materials

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


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50 Clause 4.2 - Workmanship samples

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

51 Clause 4.3 - Shop drawings

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

52 Clause 4.4 - Compliance with manufacturer's instructions

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

Deposits and fees

53 Clause 5.1 - Deposits and fees

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

Temporary services: Clause 6.1, 6.2, 6.3 and 6.4: Refer toClause 41 ((1.1 - 1.11) of this document (t hese Bills ofQuantities)

Prime cost amounts

54 Clause 7.1 - Responsibility for prime cost amounts

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

Special attendance on n/s Sub-contractors

55 Clause 8.1 - Special attendance

Where provisional sums are stated any requirements forspecial attendance shall be inserted against the claims for eachn/s Sub-contractor separately. Refer to provisional sums

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

General

56 Clause 9.1 - Protection of the works

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

57 Clause 9.2 - Protection/isolation of existing/sectionally occupiedworks

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


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58 Clause 9.3 - Security of the works

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

59 Clause 9.4 - Notice before covering work

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

60 Clause 9.5 - Disturbance

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

61 Clause 9.6 - Environmental disturbance

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

62 Clause 9.7 - Works cleaning and clearing

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

63 Clause 9.8 - Vermin

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

64 Clause 9.9 - Overhand work

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

Schedule of variables

Information necessary for elections and completion of thoseclauses contained in the schedule which are necessary fortender purposes is given hereunder. Where no information isgiven it shall mean that no specific requirements are expectedor that the clause is not relevant to this specific contract

10.1 - Provisional Bills of Quantities [clause 2.2]The quantities are provisional only in respect of itemsso depicted in the Bills of Quantities

(yes/no) [no]

[exept iro such items]

10.2 - Availability of construction documentation [clause 2.3]Construction documentation is complete

(yes/no) [yes]


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10.3 - Previous work - dimensional accuracy [clause 3.1][ ]

10.4 - Previous work - defects [clause 3.2][ ]

10.5 - Inspection of adjoining properties [clause 3.3]The tender must allow for the fact that this project is tobe constructed in a space between existing occupiedbuildings and extreme care must be taken to protect

these buildings from damage. Ifdamage is to happen to these buildings by actions related tothe construction work the Contractor will be liable.

Inspection is therefore of great importance

(yes/no)[yes]

10.6 Water [clause 7.2]Option A Contractor - his cost

Option B Employer - free of charge Option C Employer - metered

(contractor cost)

10.8 Electricity [clause 7.3]Option A Contractor - his cost

Option B Employer - free of charge Option C Employer - metered

(contractor cost)

10.8 Telecom [clause 7.4]Option A Contractor - his costOption B Employer - free of chargeOption C Employer - metered

(contractor cost)

10.9 Ablutions [clause 7.5]Option A Contractor - his cost

Option B Employer - Free of charge

Place and position of ablutions must be done in accordancewith the principal agent's instructions.


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10.10 Protection of the works [clause 9.1]Protection of existing trees and shrubs is required. Where "yes" the specific requirements are describedbelow or detailed in the contract documentsTrees and plants that are to be removed will be pointedout by the Principal Agent (removal elsewhere includedin these Bills of Quantities)

10.11 Protection/isolation of existing /sectionally occupiedworks [clause 9.2] Protection/isolation is required

10.12 - Disturbance [clause 9.5]

Adjacent buildings will be used by the publicand disturbance must be limited and not influencethe day to day activities

10.13 - Environmental disturbance [clause 9.6]

Extreme care must be taken not to disturb thedirect environment, natural of otherwise

SECTION C - SPECIFIC PRELIMINARIES

65 Contract instructions (clause C1)

Instructions issued on site are to be recorded in triplicate in aninstruction book which is to be maintained on site by theContractor

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


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66 Warranties for material and workmanship (clause C2)

Where warranties for materials and/or workmanship are calledfor, the Contractor shall obtain a written warranty, addressed tothe Employer, from the firm supplying the materials and/ordoing the work and shall deliver same to the Principal Agent onthe certified completion of the contract. The warranty shall statethat workmanship, materials and installation are warranteed fora specified period 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 the materialsand/or doing the work, upon written notice to do so. Thewarranty will not be enforced if the work is damaged by defectsin the construction of the building in which case theresponsibility for replacement shall rest entirely with theContractor

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

67 Co-operation of Contractor for cost management(clause C3)

It is specifically agreed that the Contractor accepts theobligation of assisting the Principal Agent in implementingproper cost management. The Contractor will be advised by thePrincipal Agent of all cost management procedures which willbe implemented to ensure that the final building cost does notexceed the budget. The Principal Agent undertakes to makeavailable to the Contractor all budgetary allowances and costassessments/reports to enable the proper procedure to beimplemented and the Contractor shall attend all cost planreview and cost management meetings. The Contractorundertakes to extend these procedures, as necessary, to allSub-contractors

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


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QS17-010

68 Propping of floors below (clause C4)

The Contractor is advised that propping of floors below may berequired if he wishes to use any areas of completed suspendedreinforced concrete slabs for vehicle access, storage ofmaterials and goods and location of plant, scaffolding, etc. Thelocation of these areas and any necessary propping shall beapproved by the Principal Agent and the cost thereof shall beborne by the Contractor. Design of temporary works andsupports remains the responsibility of the Contractor

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

69 Testing of windows for watertightness (clause C5)

Each window shall be tested for watertightness with watersprayed on using adequate pressure. If in the opinion of thePrincipal Agent, the pressure proves to be inadequate, then thepressure shall be boosted by means of compressed air or otherapproved means

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

70 Testing of flat roof waterproofing for watert ightness(clause C6)

Flat roof waterproof areas shall be prepared with small sanddykes around them of a size and enclosing an area approvedby the Principal Agent, flooded with water and kept "ponded" forat least 36 hours as a test to ensure the watertightness of thewaterproofing and before any further construction work iscarried out above the waterproofing

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

71 Proprietary branded products (clause C7)

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

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


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QS17-010

72 Overtime (clause C8)

Should overtime be required to be worked for any reasonwhatsoever, the costs of such overtime are to be borne by theContractor unless the Principal Agent has specificallyauthorized in writing, prior to the execution thereof, that costsfor such overtime are to be borne by the Employer

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

73 As built drawings (clause C9)

The position of construction breaks and the extent of individualconcrete pours are to be recorded by the Contractor on the Structural Engineer's drawings and are to be submitted to the Principal Agent and the Structural Engineer for their records

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

74 Labour record (clause C10)

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 Sub-contractors on theworks each day

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

75 Plant record (clause C11)

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

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

76 Non cession of monies (clause C12)

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

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


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QS17-010

77 Confidentiality (clause C13)

The Contractor undertakes to maintain in confidence any andall information regarding this project and shall obtainappropriate similar undertakings from all Sub-contractors a n dsuppliers. Such information shall not be used in any wayexcept in connection with the execution of the works

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

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

78 Control of sand, dust, mud light and noise pollution onsite, public spaces, public roads, etc. (clause C1 4)

The Contractor shall be responsible for and take allprecautions in controlling all forms of pollution during thecontract period due to noise, artificial light, wind-blown sand,dust, etc. in the dry season and deposits of mud, etc. in the wetseason by whatever means necessary and daily removal ofdeposits, etc., all to the satisfaction of the Principal Agent a n dany costs, claims, etc. will be for the Contractor's account

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

79 Health & Safety (clause C15)

The Contractor shall allow for Health and Safety according tothe Occupational Health and Safety Act, 1993, ConstructionRegulations 2003 as per Government Notice No R1010, dated18 July 2003

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

SUMMARY OF CATEGORIES

Category : Fixed R ................Category : Value R ...............Category : Time R ................


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QS17-010

Section No. 1

Bill No. 1

Preliminaries JBCC

COLLECTION

Page AmountNo

Total Brought Forward from Page No. -54-

-55-

-56-

-57-

-58-

-59-

-60-

-61-

-62-

-63-

-64-

-65-

-66-

-67-

-68-

-69-

-70-

-71-

-72-

Carried Forward R Section No. 1Bill No. 1Preliminaries JBCCHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

Section No. 1

Bill No. 1

Preliminaries JBCC

COLLECTION

Page AmountNo

Brought Forward R


-74-

-75-

-76-

-77-

-78-

-79-

-80-

-81-

Carried to Summary of Bills of Quantities Pa ge 53 R Section No. 1Bill No. 1Preliminaries JBCCHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

Item Unit Quantity Rate AmountNo

SECTION NO. 2

BILL NO. 1

SUB STRUCTURE (PROVISIONAL)

NOTE: Tenderers are advised to study the "ModelPreambles for Trades" before pricing this bill

NOTE : All excavations are measured as being in "earth"and/or filling compacted to 98% modified AASHTO density

Descriptions of excavations shall be deemed to include forsetting aside surplus excavated material in spoil heaps foruse as filling or for depositing within 150m of the perimeterof the excavations and spreading and roughly levelling asdirected, as well as for increase in bulk and multiplehandling of excavated material caused by the contractor'smethod of operation.

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stockpiles situated on the building site and for bulking.

NOTE : Excavations:

No claim for rock excavation will be entertained unless thecontractor has timeously notified the quantity surveyorthereof prior to backfilling.

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

EXCAVATIONS

Excavate in earth not exceeding 2m deep belo w natural,compacted and elevated or reduced ground level for

1 Surface trenches m3 78

2 Column bases m3 25

3 Below floor level m3 206

Carried to Collection R Section No. 2Bill No. 1Sub-Structure (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

Sundries

4 Extra over all excavations for carting away surplus materialfrom excavations and/or stockpile on site to a dumping siteto be located by the contractor m3 278

5 Extra over excavations in earth for trenches and holes forexcavations in soft rock m3 10

6 Extra over excavations in earth for trenches and holes forexcavations in hard rock m3 5

7 Risk of collapse of sides of excavations for trenches andholes from natural, elevated or reduced ground level to notexceeding 1,5m deep m2 370

8 Allow for keeping all excavations entirely free of all waterother than subterranean water Item

Earth filling from the excavations

9 Backfilling to trenches, holes, etc. compacted to 93%modified AASHTO density m3 31

Approved gravel filling supplied by the contr actor andbrought onto site

10 Under floors, steps and pavings 150mm thick layer (G5)compacted to 100% mod AASHTO density m3 103

11 Under floors, steps and pavings 150mm thick layer (G6)compacted to 100% mod AASHTO density m3 52

12 Under floors, steps and pavings of C4 material inaccordance with SABS 1200 DM stabalised with 2,5%cement and compacted to 100% Mod AASHTO density inmaximum 150mm thick layers m3 45

Compaction of surfaces

13 Compaction of ground surface under floors, steps andpavings including scarifying for a depth of 150mm, breakingdown oversize material, adding suitable material wherenecessary, and compacting to 98% Mod AASHTO density m2 333


- 8 5 -

QS17-010

Prescribed density tests on filling

14 "Modified AASHTO Density" tests to determine the degreeof compaction, etc. of ground or filling No 20

Weed- and ant killer applied strictly in acc ordance withthe manufacturer's instructions

15 Poisoning surface of ground or filling under floors, steps, inbottoms and vertical sides of trenches, bases, etc. includingraking out 75mm deep V-shaped channels against the walls,etc., treated with poison solution, backfilling and ramming m2 1 246


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QS17-010

UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

SUPPLEMENTARY PREAMBLES

Cost of tests

The costs of making, storing and testing of concrete testcubes as required shall include the cost of providing cubemoulds necessary for the purpose, for testing costs and forsubmitting reports on the tests to the engineer. The testingshall be undertaken by an independent firm or institutionnominated by the contractor to the approval of the engineer.(Test cubes are measured separately)

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, leveling and fixing to true angles and surfaces asnecessary to ensure easy release during stripping and forreconditioning as necessary before re-use

The vertical strutting shall be carried down to suchconstruction as is sufficiently strong to afford the requiredsupport without damage and shall remain in position untilthe newly constructed work is able to support itself.

15MPa/19mm concrete

16 Surface blinding under footings and bases m3 8

REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES

25MPa/19mm concrete

17 Strip footings m3 33

18 Bases m3 12

19 Surface beds m3 104


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QS17-010

REINFORCED CONCRETE

30MPa/19mm concrete

20 Columns in foundations m3 1

CONCRETE TEST CUBES

21 Prepare set of nine 150 x 150 x 150mm concrete strengthtest cubes, label and send to an approved laboratory fortesting, pay all charges and submit report to the Engineer.Only successful tests will be paid for (Provisional) No 5

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth wit h a powerfloat

22 Surface beds, slabs, etc. m2 707

MOVEMENT JOINTS ETC.

Expansion joints with 10mm softboard between verticalconcrete and brick surfaces

23 10mm Joints m2 48

Saw cut joints

24 6 x 30mm Saw cut joints in top of concrete m 21

Vertical formed construction joints through co ncreteincluding formwork

25 Surface beds not exceeding 300mmm thick with andincluding 10 x 30mm joint in top m 36

Vertical formed "Keyed Joint" construction joi ntsthrough concrete with and including trapezoide dformwork



- 8 8 -

QS17-010

Vertical formed “Dowelled - Butt Joint” const ructionjoints through concrete with and including fo rmworkand 32mm diameter smooth round bar 450mm lon gembedded halfway at 300mm c/c with one side inconcrete and remaining half embedded in concr ete with"Bond Breaker Grease (or similar approved)"


ROUGH FORMWORK (DEGREE OF ACCURACY II)

Rough formwork to sides

28 Rectangular columns in foundations m2 5

29 Edges, risers, ends and reveals not exceeding 300mm highor wide m 30

REINFORCEMENT

Mild steel reinforcement to structural concrete wor k

30 8mm Diameter bars t 0.19

High tensile steel reinforcement to structural concretework

31 Y10 bars t 1.29

32 Y12 bars t 1.33

33 Y16 bars t 1.08

Fabric reinforcement

34 Type 245 fabric reinforcement in concrete surface beds,slabs, etc. m2 338

35 Type 617 fabric reinforcement in concrete surface beds,slabs, etc. m2 690

MASONRY

Brickwork of NFX bricks (14 MPa nominal comp ressivestrength) in class I mortar

36 Half brick wall m2 40


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QS17-010

37 One brick wall m2 61

38 440mm Brick wall m2 22

39 220 x 440mm Brick piers m 3

BRICK REINFORCEMENT

40 Brick reinforcement 75mm wide built into brick walls withsufficient laps at end joints, angles and intersections(measured net) m 463

41 Brick reinforcement 154mm wide built into brick walls withsufficient laps at end joints, angles and intersections(measured net) m 1 228

GALVANISED HOOP IRON CRAMPS, TIES, ETC

42 50 x 1,6mm Hoop iron wall tie 400mm long with one endshot pinned to concrete and other end built into brickwork No 36


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QS17-010

FACE BRICKWORK

"Corobrick FBX Wild Wheat" face bricks pointe d withrounded horizontal and flush vertical joints

43 Extra over brickwork for face brickwork m2 10

"Corobrick FBS Country Cottage" face bricks p ointedwith rounded horizontal and flush vertical joints

44 Extra over brickwork for brick-on-flat course column band110mm wide m 3

WATERPROOFING TO FLOORS, WALLS, ETC.

One layer of 250 micron "Consol Plastics Gun plas USBGreen" or other approved waterproof sheeting sealed atlaps with "Gunplas Pressure Sensitive Tape" o r otherapproved

45 Under floors (measured net) m2 683

One layer of 375 micron "Consol Plastics Bri kgrip DPC"or other approved embossed damp proof course

46 In walls, etc. (measured net) m2 64

JOINT SEALANTS ETC

"Sikaflex 11FC" or other approved polyurethane sealingcompound, primer, etc.

47 10 x 10mm In joints between floors and walls m 402

48 10 x 10mm In joints between concrete columns and walls m 8

"Sikaflex 11FC" or other approved polyurethane sealingcompound including "Polycord" or other approve dbacking cord, bond breaker, primer, etc.

49 6 x 6mm In saw cut joints in floors m 21

50 10 x 10mm In joints in floors m 83

51 10 x 10mm In keyed joints in floors m 36


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QS17-010

EXTERNAL PLASTER

One coat 5:1 cement plaster with trowel fini sh onbrickwork

52 On walls m2 16

SPECIALISED PLASTER TYPE WALL COATINGS

All specialised plaster type wall coatings are to be executedin strict accordance with the manufacturer's instructions

Permanent render with "Laminin Kwartz Crete" or otherapproved 1,5mm grit in vertical application, colour "MidGrey" as per architects specification. All in accordanceto manufacturers specification

53 On external walls m2 16


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QS17-010

Section No. 2

Bill No. 1

Sub-Structure (Provisional)

COLLECTION

Page AmountNo


-85-

-86-

-87-

-88-

-89-

-90-

-91-

-92-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 1Sub-Structure (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010


SECTION NO. 2

BILL NO. 2

CONCRETE, FORMWORK ANDREINFORCEMENT

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


Cost of tests

The costs of making, storing and testing of concrete test cubesas required shall include the cost of providing cube mouldsnecessary for the purpose, for testing costs and for submittingreports on the tests to the engineer. The testing shall beundertaken by an independent firm or institution nominated bythe contractor to the approval of the engineer. (Test cubes aremeasured separately)

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, leveling 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.

REINFORCED CONCRETE

30MPa/19mm concrete

1 Columns m3 5

2 Isolated beams m3 9

Carried to Collection R Section No. 2Bill No. 2Concrete, Formwork & ReinforcementHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

35MPa/19mm concrete with "Penetron" admixture strictlyas per manufacturers specifications

3 Slabs including beams and inverted beams m3 93

4 Hood slabs m3 5

5 Walls m3 3

CONCRETE TEST CUBES

6 Prepare set of nine 150 x 150 x 150mm concrete strength testcubes, label and send to an approved laboratory for testing, payall charges and submit report to the Engineer. Only successfultests will be paid for (Provisional) No 3



7 Rectangular columns with total height not exceeding 3,5mabove bearing level m2 43

8 Rectangular columns with total height exceeding 3,5m and notexceeding 5m above bearing level m2 18

9 Rectangular columns with total height exceeding 5m and notexceeding 6,5m above bearing level m2 4

10 Face of raking detail to sides of windows m2 1

11 Beams m2 66

12 Isolated beams m2 26

13 Sloping isolated beams m2 47

14 Inverted beams m2 26

15 Sloping inverted beams m2 3

16 Edges, risers, ends and reveals not exceeding 300mm high orwide m 84

Rough formwork to soffits

17 Beams propped up exceeding 1,5m and not exceeding 3,5mhigh m2 36


- 9 5 -

QS17-010

18 Beams with sloping soffits propped up exceeding 1,5m and notexceeding 3,5m high m2 1

19 Beams with sloping soffits propped up exceeding 5m and notexceeding 6,5m high m2 10

20 Slabs propped up exceeding 1,5m and not exceeding 3,5mhigh m2 71

21 Slabs with sloping soffits propped up exceeding 1,5m high andnot exceeding 3,5m high m2 310

Boxing in formwork to form

22 100 x 100mm Recess along top edge of beam (To be used asrainwater gutter) m 22

REINFORCEMENT

Mild steel reinforcement to structural concrete wor k




High tensile steel reinforcement to structural concretework

26 Y10 bars t 1.10

27 Y12 bars t 14.72

28 Y16 bars t 1.18

29 Y20 bars t 0.17

30 Y25 bars t 0.20


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QS17-010

Section No. 2

Bill No. 2

Concrete, Formwork & Reinforcement

COLLECTION

Page AmountNo


-95-

-96-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 2Concrete, Formwork & ReinforcementHOMEVALE FIRE STATIONKIMBERLEY

- 9 7 -

QS17-010


SECTION NO. 2

BILL NO. 3

MASONRY


BRICKWORK

Brickwork of NFX bricks (7 MPa nominal compr essivestrength) in class II mortar

1 Half brick walls m2 483

2 Half brick walls in beamfilling m2 4

3 Half brick linings to concrete including ties etc. m2 119


4 One brick walls m2 314

BRICK REINFORCEMENT

5 Brick reinforcement 75mm wide built into brick walls withsufficient laps at end joints, angles and intersections(measured net) m 1 770

6 Brick reinforcement 150mm wide built into brick walls withsufficient laps at end joints, angles and intersections(measured net) m 923

GALVANISED HOOP IRON CRAMPS, TIES, ETC

7 50 x 1,6mm Hoop iron wall tie 400mm long with one endshot pinned to concrete and other end built into brickwork No 1 547


Expansion joints with 10mm softboard betweenconcrete and brick surfaces

8 10mm Joints m2 134

Carried to Collection R Section No. 2Bill No. 3MasonryHOMEVALE FIRE STATIONKIMBERLEY

- 9 8 -

QS17-010

PRESTRESSED FABRICATED LINTELS

9 110 x 75mm Lintels in lengths not exceeding 3m m 48

FACE BRICKWORK



"Corobrick FBS Country Cottage" face bricks p ointedwith rounded horizontal and flush vertical joints

11 Extra over brickwork for brick-on-flat course band m 192

12 Extra over brickwork for brick-on-flat course column band110mm wide m 109

13 Fair raking cutting m 51

NUTEC-CEMENT/FIBRE-CEMENT WINDOW SILLS

"Nutec" sills in single lengths bedded in cl ass I mortarincluding metal fixing lugs etc

14 15 x 150mm Wide sills set sloping and slightly projecting m 8

TOPS

30mm "Technistone" slab colour "Gobi Brown" o n steel/ timber frame (steel / timber frame elsewhe remeasured) including sealing with silicone betw een slaband wall finish

15 380 x 180 x 20mm Downstand No 3



18 2890 x 170 x 30mm Upstand No 1

19 2890 x 175 x 30mm Top fixed on top of brick wall with andincluding approved brackets No 1

20 1500 x 400 x 30mm Top fixed to steel framework (steelframework elsewhere measured) No 1


- 9 9 -

QS17-010

21 1400 x 600 x 30mm Top fixed to wall with and includingapproved brackets No 1

22 2450 x 400 x 30mm Top fixed to steel framework (steelframework elsewhere measured) No 2

23 2870 x 600 x 30mm Top to timber cupboard (timbercupboard elsewhere measured) No 1



26 Extra over top to form opening for 900 x 535mm sink No 1

27 Extra over top to form opening for 500 x 500mm stove hob No 1


- 1 0 0 -

QS17-010

Section No. 2

Bill No. 3

Masonry

COLLECTION

Page AmountNo


-99-

-100-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 3MasonryHOMEVALE FIRE STATIONKIMBERLEY

- 1 0 1 -

QS17-010


SECTION NO. 2

BILL NO. 4

WATERPROOFING



One layer of 250 micron "Consol Plastics Gun plas USBGreen" or other approved waterproof sheeting sealed atlaps with "Gunplas Pressure Sensitive Tape" o r otherapproved


One layer of 375 micron "Consol Plastics Bri kgrip DPC"or other approved embossed damp proof course

2 In walls, cills, etc. (measured net) m2 10

"Sika" or other approved waterproof coating a pplied toplastered surfaces to receive tiling (elsewher e)including all necessary preparatory work to p lasteredsurface

3 On plastered walls in showers m2 16

WATERPROOFING TO ROOFS, ETC.

4mm "Derbigum" or other approved SP fully bo ndedwaterproofing package applied by a specialist under awritten 10 year guarantee

4 Additional membrane at 50mm diameter outlets No 4

5 Additional membrane at 100mm diameter fullbore outlets No 2

JOINT SEALANTS, ETC.

Approved clear silicone sealing compound

6 In joint between wash hand basin and mirror m 4

Carried to Collection R Section No. 2Bill No. 4WaterproofingHOMEVALE FIRE STATIONKIMBERLEY

- 1 0 2 -

QS17-010

Approved white acrylic silicone sealing compou nd withstraight edge soft joint formed with shortene d roundhook tool

7 In joint between walls m 42

Carried to Collection R Section No. 2Bill No. 4WaterproofingHOMEVALE FIRE STATIONKIMBERLEY

- 1 0 3 -

QS17-010

Section No. 2

Bill No. 4

Waterproofing

COLLECTION

Page AmountNo


-103-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 4WaterproofingHOMEVALE FIRE STATIONKIMBERLEY

- 1 0 4 -

QS17-010


SECTION NO. 2

BILL NO. 5

ROOF COVERINGS, ETC.


PROFILED METAL SHEETING AND ACCESSORIES

0,58mm "GRS Klip-tite" heavy industrial chroma dekpre-painted roof sheeting colour "Fish eagle white",with and including consealed fixing storm cli ps andaccessories fixed to steel purlins

1 Roof sheeting with pitch not exceeding 25 degrees m2 363

2 End corner flashing 450mm girth to gables etc. m 51

3 Extra over roof sheeting for cranked ridge m 14

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 5Roof Coverings, Etc.HOMEVALE FIRE STATIONKIMBERLEY

- 1 0 5 -

QS17-010


SECTION NO. 2

BILL NO. 6

CARPENTRY AND JOINERY


SKIRTINGS

Wood veneered skirting

1 22 x 60mm "Kirk Pedross" wild oak skirting fixed to wall withapproved adhesive (Code: MFWV60.22C2.WO) m 228

DOORS

2 "Swartland Winsters" horizontally slatted hardwood doorsize 890 x 2040mm complete with 1HR fire rating (Code:PD60) No 1

3 "Swartland MDF" horizontal interior door size 890 x 2040mm(Code: MDFHRZH10) No 17

SHELVES ETC.

16mm White A-Grade melamine board shelves wit himpact edging to exposed sides fixed to stee l brackets(steel brackets elsewhere measured)

4 950 x 300mm Shelf No 1


6 1430 x 350mm Shelf No 12


Carried to Collection R Section No. 2Bill No. 6Carpentry & JoineryHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

FITTINGS

General

The following cupboards / fittings have been measured ascomplete units i.e. the components of the units have notbeen separately measured. The descriptions, therefore, ofsuch units shall be deemed to include all components,assembling, housing, notching, glueing, blocking, plantingon and screwing with countersunk screws, edge strips,decorative plastic finish, glass, ironmongery, metalwork,paint or varnish finishes, etc.

KITCHEN CUPBOARD COMPLETE, CONSISTING OF:

Cupboard construction to be formed of 16mm t hickwhite A-Grade melamine chipboard with 2mm thi ck“Storm Grey” melamine impact edging to all e xposededges.

Doors to be formed of 16mm thick melawood"Esperanza Oak" fusion on supa-wood substratecomplete with 2mm v-grooves at 160mm c/c. Gr oovespainted with “Dulux Hydro Enamel” colour to match“Storm Grey” complete with 2mm thick “Storm Grey”melamine impact edging to all exposed edges.

Kickplates shall be formed of 16mm A-Grade m elaminefaced chipboard colour to match “Storm Grey”.

Hinges to be “Mepla” concealed cupboard hinges.

Drawer slides to be telescopic drawer slides.

Handles to be 143 x 15mm "Roco Egoki Rodas" handles(Code: E0036IL) per cupboard door/drawer.

(Worktop and worktop legs elsewhere measured)

8 Wall cupboard overall size 2870 x 400 x 450mm high withtop, sides, bottom, division, shelf, back and five doublehinged doors complete as per specification and drawing1071.131 at the back of the bill of quantities No 1


- 1 0 7 -

QS17-010

9 Floor cupboard overall size 2870 x 600 x 870mm high withsides, bottom, division, shelf, back, and eight double hingeddoors, dividing framework and two drawers complete as perspecification and drawing 1071.131 at the back of the bill ofquantities (Worktop and worktop leg elsewhere measured) No 1

FIRST AID CUPBOARD COMPLETE, CONSISTING OF:

Cupboard construction to be formed of 16mm A -Gradethick white melamine chipboard with 2mm thick “StormGrey” melamine impact edging to all exposed edges.





10 L-shape cupboard overall girth 3561 x 600 x 2000mm highwith top, sides, bottom, division, shelves, back, and sixdouble hinged doors, and dividing framework complete asper specification and drawing 1071.136 at the back of thebill of quantities No 1


- 1 0 8 -

QS17-010

BEDROOM CUPBOARD COMPLETE, CONSISTING OF:

Cupboard construction to be formed of 16mm A -Gradethick white melamine chipboard with 2mm thick “StormGrey” melamine impact edging to all exposed edges.Backing board with matching screw covers




Drawer slides to be telescopic drawer slides.


Locks to be "Gelmar" 3-lever metal cupboard lock(Code: 349)

Clothes rod to be formed 19mm chrome steel rod withsteel end brackets countersunk screwed to tim bercupboard.

11 Bedroom cupboard overall size 1100 x 600 x 1600mm highwith top, sides, bottom, division, shelf, back, and threedouble hinged doors and dividing framework complete asper specification and drawing 1071.138 at the back of thebill of quantities No 4


- 1 0 9 -

QS17-010

BEDROOM HEADBOARD AND SHELF COMPLETE,CONSISTING OF:

Headboard and shelf construction to be formed of16mm thick melawood "Esperanza Oak" fusion onsupa-wood substrate complete with 2mm thick “ StormGrey” melamine impact edging to all exposed edges.

12 Headboard overall size 1380 x 840mm high complete withand including 400 x 200 x 250mm high shelf, switch/ plugopening and fixing strips to wall complete as perspecification and drawing 1071.137 at the back of the bill ofquantities No 12

OFFICE WORKTOP DIVIDING SCREEN COMPLETE,CONSISTING OF:

Dividing screen construction to be formed of 16mmthick melawood "Esperanza Oak" fusion on supa -woodsubstrate complete with 2mm thick “Storm Grey ”melamine impact edging to all exposed edges.

Fixing brackets to be approved stainless stee l fixingbrackets.

13 Office screen overall size 1300 x 1500mm high complete asper specification and drawing 1071.134 at the back of thebill of quantities No 1


- 1 1 0 -

QS17-010

LAUNDRY IRONING BOARD COMPLETE, CONSISTINGOF:

Construction to be formed of 20mm chip board with5mm foam padding and material cover and rect angulartubings and angles with white epoxy coated finish

14 Wall mounted ironing board overall size 1100 x 350 x600mm high complete with and including 20mm chip boardtop with 5mm foam and material cover, 40 x 40mm steelfixing angles and 76 x 25 x 2mm rectangular section steelsupport, complete as per specification and drawing1071.133 at the back of the bill of quantities No 1


- 1 1 1 -

QS17-010

Section No. 2

Bill No. 6

Carpentry & Joinery

COLLECTION

Page AmountNo


-107-

-108-

-109-

-110-

-111-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 6Carpentry & JoineryHOMEVALE FIRE STATIONKIMBERLEY

- 1 1 2 -

QS17-010


SECTION NO. 2

BILL NO. 7

CEILINGS, PARTITIONS AND ACCESSFLOORING


SUSPENDED CEILINGS

9.5mm Plasterboard panels countersunk screwed to"Donn" T37S 3600 main tees punched at 400mm withT37S 1200 cross tees, fix rhinoboard at righ t angles to"Donn" T37S so that end joints fall on cros s tee, screwat 150mm centres, apply fibatape over all jo ints, doubleover butt joints and skim as per "Rhino" dr ywall jointingprocedure expansion joints to be provided eve ry 5m,using "Donn Products" expansion joint code RD EJ30

1 Ceilings suspended not exceeding 1m below concrete slab m2 5

2 Suspended vertical ceilings m2 1

3 Extra over ceiling for ceiling access panel 600 x 600mm.Access panel comprising 635 x 635 mm white epoxy coatedaluminium T-frame with 580 x 580 mm white epoxy coatedsteel pan in a lay in option fitted flush to ceiling with andincluding screw fixing through stalk of T-frame into softwoodbrandering/ supporting subframe. Installation strictly inaccordance with manufacturers detail and specification. No 1

Cornices to ceilings

4 50 x 50mm "DAS P50" polystyrene cornice fixed to wall andceiling m 302

PARTITIONS ETC

"Vitraflex" 20mm Classic vitreous enamel steel modulartoilet partitioning complete as per manufactur ersspecification, colour "Graphite Grey" as per architectsspecification (Code: VIT-403)

5 Stainless steel single telescopic leg anchor No 16

Carried to Collection R Section No. 2Bill No. 7Ceilings, Partitions and Access FlooringHOMEVALE FIRE STATIONKIMBERLEY

- 1 1 3 -

QS17-010

6 Stainless steel double telescopic leg anchor No 3

7 120 x 1850mm High special wall stile No 1






13 270 x 1850mm High special full stile No 3



16 1710 x 1800mm Partitioning with c/w vertical joint No 2



19 750 x 1800mm Door complete complete with and includingrising butt hinges and aluminium "D" pull handle No 8

20 885 x 1800mm Disabled door complete with and includingrising butt hinges and aluminium "D" pull handle No 1

21 Top rail m 5

Carried to Collection R Section No. 2Bill No. 7Ceilings, Partitions and Access FlooringHOMEVALE FIRE STATIONKIMBERLEY

- 1 1 4 -

QS17-010

Section No. 2

Bill No. 7

Ceilings, Partitions and Access Flooring

COLLECTION

Page AmountNo


-114-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 7Ceilings, Partitions and Access FlooringHOMEVALE FIRE STATIONKIMBERLEY

- 1 1 5 -

QS17-010


SECTION NO. 2

BILL NO. 8

IRONMONGERY


NOTE : Where ironmongery is referred to by a trade nameor catalogue number, it may be replaced by another productof equal quality with the prior approval of theRepresentative/Agent

NOTE : Where ironmongery is described as plugged, pricesare to include for screwing to and including approved patentplugs in concrete or brickwork with plaster or tiled finish

HINGES, BOLTS, ETC.

"QS" or other approved

1 Stainless steel adjustable roller bolt (Code: 6001) No 1

2 Stainless steel die cast 150mm cabin hook (Code: 4449/2) No 3

3 Stainless steel 100 x 76 x 2mm sinkless hinge to steel /aluminium door frame (Code: 4441) Pairs 26

LOCKS


4 Stainless steel narrow style latch lock with 35mm backsetand 85mm centre (Code: 8535/1) No 7

5 Stainless steel cylinder latch and deadbolt with 55mmbackset and 60mm centre (Code: 6055/1) No 10

6 Stainless steel deadbolt with 55mm backset and 60mmcentre (Code: 6055/4) No 7

7 Stainless steel narrow style deadlock bolt with 35mmbackset and 85mm centre (Code: 8535/4) No 1

Carried to Collection R Section No. 2Bill No. 8IronmongeryHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

8 40mm Satin nickel masterkeyed cylinder with 2 keys (Code:1102SNMK) No 2



11 66mm Satin nickel masterkeyed cylinder with oval knob and2 keys (Code: 1108SNMK) No 4

12 Stainless steel narrow cylinder escutcheons (Code: 4405) Pairs 8

13 Stainless steel cylinder 52 x 6mm escutcheons (Code:4403) Pairs 7

HANDLES


14 Stainless steel form lever handle on rose (Code: SAMBAVAFORM) Sets 17

15 Stainless steel cranked 30 x 300 x 300mm D-handle (Code:2301 BTB) Sets 1

16 Stainless steel narrow style rose (Code: 4427) No 7

17 Stainless steel D-handle on 100 x 170mm plate (Code:2203/4486) No 13

SUNDRIES


18 Break glass emergency key holder No 3

19 Stainless steel hooded door stop (Code: 44422) No 15

DOOR CLOSERS


20 Silver painted rack and cam pinion hold open door closerwith slide channel arm, size 2-4 (Code: 920 HO) No 1


- 1 1 7 -

QS17-010

21 Silver "EN154" fire rated door closer with designer arm, size2-5 (Code: 700) No 5

Electric door operator as per "Auto Door" sh all bedrawbar drive device, TSO model or similar w ith equalspecifications. Unit shall be a heavy duty I ndustrialrated machine, permanently connected to and i n controlof the door in up and down travel.

Motor shall be minimum 0.37KW fan cooled B-5 6 frametype, 220-240 Volt Single Phase, with minimum 16mmdiameter 40mm long shaft to accommodate brake readydrive pulley. Motor to be protected by means of anoverload facility with two functions, controll ing powersupply to the motor as well as to the cont actor coils fordouble protection.

Operator shall be equipped with adjustable te nsionfriction slip clutch for additional motor pro tection, andshall be equipped with mechanical solenoid br ake toensure constant accurate stop position and overrun.

Power supply to motor shall be controlled by means ofa heavy duty 2 coil reversing contactor with electricalinterlock using 24 volt A C power supply to controI thecircuitry, for safety and low cost wiring.

Operator travel distance shall be controlled by means ofpositive contact limit switches with fine adj ustmentcams mounted inside the power head and conne cteddirectly to the final drive to be permanentl ysynchronized with the door.

Drawbar type door operator shall be equipped with pullcord quick disconnect feature to disconnect t heoperator from the door for easy hand operation.

Delivery shall be made by Supplier at the s ite andinstallation and commissioning shall be carrie d out bysupplier.

Operator supplier must furnish a legal guara ntee tosupport the product for at least 5 years wi th service andreplacement parts.

22 "Auto Door TSO" door operator for Appliance Bay Doorscomplete as by "Auto Door" specification with drawing at theback of the bill of quantities No 4


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QS17-010

LETTERS, NAMEPLATES, PUSHPLATES, ETC.

Note: All lettering, numerals and pictograms will beaccording to the Corporate Design as set out in theSpecifications of the Architect

Approved photo luminescent symbolic signs

23 190 x 380mm Photo luminescent symbolic signs (glow in thedark) man running and up arrow symbol double sided withand including hangers from ceiling No 2

24 190 x 570mm Photo luminescent symbolic signs (glow in thedark) fire extinguisher, hose reel and arrow double sidedsymbol with and including hangers from ceiling No 1

General signage

25 150 x 150mm Aluminium engraved plate with electricalpictogram (Code: AL5066-06ASE01) No 1

26 150 x 150mm Aluminium engraved plate with F.H.R.pictogram (Code: AL5066-06ASE05) No 1

27 150 x 150mm Aluminium engraved plate with fireextinguisher pictogram (Code: AL5066-06ASE06) No 1

28 150 x 150mm Aluminium engraved plate with malepictogram (Code: AL5066-06ASE10) No 1

29 150 x 150mm Aluminium engraved plate with femalepictogram (Code: AL5066-06ASE11) No 1

30 150 x 150mm Aluminium engraved plate with male & femalepictogram (Code: AL5066-06ASE12) No 1

31 150 x 150mm Aluminium engraved plate with paraplegicpictogram (Code: AL5066-06ASE14) No 1

32 30mm High "Rowmark" black abs plastic with brushedaluminium coating door numbers fixed to doors No 30

1,2mm Thick Grade 316 polished stainless steel

33 150 x 150mm High cover plate screwed to wall withcountersunk chromium plated head screws at corners No 6


- 1 1 9 -

QS17-010

BATHROOM FITTINGS

34 "Vitrex" coat hook, plugged to wall No 7

35 "Gio Bella" stainless steel corner shower caddy, plugged towall (Code: PHCC4) No 3

36 "Vitrex" stainless steel double toilet roll holder, plugged towall (Code: TR2-SS) No 6

37 "Railman" stainless steel 32mm grab rail, plugged to wall(Code: DL2) No 1

38 "Railman" stainless steel 32mm rear grab rail around "Pearl"cistern, plugged to wall (Code: SR2A) No 1

39 "Hygiene Direct" stainless steel top up 1 litre soapdispenser, plugged to wall No 4

40 "Hygiene Direct" stainless steel folded towel dispenser,plugged to wall No 1

41 "Hygiene Direct" brushed stainless steel 2.5kW hand dryer,plugged to wall No 3

42 "Vitrex" VE shower bench 300 x 980mm fixed as permanufacturers specification No 2

43 "Vitrex" VE shower bench 300 x 980mm fixed as permanufacturers specification No 1

BLINDS, ETC.

50mm Brushed "Luxa-Flex Silverado" venetian bl indsas supplied by Lima or other approved fixed insidewindow recess, or soffit of slab (Code: 7344)

44 Window 650 x 2040mm high No 5

45 Window 1345 x 2040mm high No 4

SUNDRIES

46 720 x 60mm "Roco" worktop support leg colour: SC No 3

47 870 x 60mm "Roco" worktop support leg colour: SCNo 1


- 1 2 0 -

QS17-010

STEEL LOCKERS

General

The following steel fittings have been measured ascomplete units i.e. the components of the units have notbeen separately measured. The descriptions, therefore, ofsuch units shall be deemed to include all components,assembling, welding, bolting and fixing with expansion bolts,edge strips, decorative profiled cut finish, ironmongery,metalwork, paint finishes, etc.

Custom made steel lockers formed of 1.6mm mi ld steelcomplete with:

Ventilation HolesSixteen 20mm diameter ventilation holes cnc p rofiledcut in sides, top and bottom of each unit.

HooksTwo sturdy cabin hooks to be fitted in each unit.

DoorsDoor sides bent 90 degrees to fit door open ingcomplete with profile cut with fire fighter emblem andunit number (1-30) incorporated in emblem

HingesDouble hinges chrome brass plated stainless s teel pinbolt on hinges to be used

Locks"Perano" padlock locable lever (16-4431-01)

FinishPaint with "Dulux Hammerite" colour "Silver"

48 Bank of 30 lockers each 450 x 400 x 1000mm high bolted towall with "Hilti" expansion bolts complete as perspecification and drawing 1071.141 at the back of the bill ofquantities No 1


- 1 2 1 -

QS17-010

PINNING BOARDS, WRITING BOARDS, PROJECTIONSCREENS, ETC

"Vitrex"

49 "Vitrex" standard 2000 x 1200mm vitreous enamel steel wallmounted white board (Code: 2117) No 1


- 1 2 2 -

QS17-010

Section No. 2

Bill No. 8

Ironmongery

COLLECTION

Page AmountNo


-117-

-118-

-119-

-120-

-121-

-122-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 8IronmongeryHOMEVALE FIRE STATIONKIMBERLEY

- 1 2 3 -

QS17-010


SECTION NO. 2

BILL NO. 9

STRUCTURAL STEELWORK



Descriptions

Descriptions of bolts shall be deemed to include nuts andwashers

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

All structural steelwork to be delivered on site as per SANS1200HC

All structural steelwork shall be in accordance with SABS1200H and SABS 2001 - CS1 where applicable

All bolted connections are to be designed to SABS0162-2011 with grade 8.8 bolts

STEEL COLUMNS AND BEAMS

Welded columns in single lengths with flat s ectionbase, top, bearer and connection plates bolte d toconcrete

1 200 x 150 x 4.5mm Rectangular hollow section columnswith and including 350 x 300 x 16mm base plate with four16mm diameter holes (Total of 12 roof support columns)

t 1.60

Carried to Collection R Section No. 2Bill No. 9Structural SteelworkHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

Welded beams in single lengths with flat sec tionstiffeners and connection plates bolted to co ncretecolumns

2 356 x 171 x 45kg/m I-section beams with and including 450x 450 x 16mm end plates with eight 16mm diameter holes(Total of 2 beams) t 1.39

Welded rafters in single lengths with and in cluding flatsection closed ends and connection plates bol ted tobeams or trusses

3 250 x 100 x 6mm Rectangular hollow section rafters withand including closed ends (Total of 6 roof support rafters) t 5.17

STEEL TRUSSES, ETC.

Welded roof trusses of angle section rails, struts,braces, cleats, etc. and flat section bearer, gusset andconnection plates treated with one coat prime r andbolted to steel or concrete including hoistin g andbolted in position

4 Welded 177 x 4mm circular hollow section top, bottom andside chord truss, complete with 89 x 3mm circular hollowsection webs cut to fit bottom and top chord, end caps, etc.treated with one coat primer and welded to steel or bolted tobrickwork including hoisting and fixing in position t 0.56

PURLINS, GIRTS, BRACING, ETC

Welded purlines in single length bolted to steel be ams

5 75 x 50 x 20 x 2mm Lipped channel section purlins t 0.72

SUNDRIES

6 30mm Thick x 350 x 300mm "ABE Durabed NF" 60Mpa nonshrink grout bedding on concrete support under steelbaseplate (concrete and baseplate elsewhere) No 12

7 "Hilti HSA8" or other approved grade 8.8 M16 x 300 anchorbolts complete with and including 40 x 40 x 10mm end plate No 48

Carried to Collection R Section No. 2Bill No. 9Structural SteelworkHOMEVALE FIRE STATIONKIMBERLEY

- 1 2 5 -

QS17-010

Section No. 2

Bill No. 9

Structural Steelwork

COLLECTION

Page AmountNo


-125-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 9Structural SteelworkHOMEVALE FIRE STATIONKIMBERLEY

- 1 2 6 -

QS17-010


SECTION NO. 2

BILL NO. 10

METALWORK


NOTE: Glazing

Glazing to comply with AAAMSA and SAGGA regulations.

NOTE: Dimensions

All door and window dimensions to be confirmed on sitebefore manufacturing.

THE FOLLOWING IN MILD STEEL SUPPORT FRAMESFOR VANITY TOPS

1 70 x 70 x 6mm Angle section triangle shape framework withmitred corner (Total of 8 frames) m 7

2 50 x 6mm Flat section diagonals to triangle shapeframework (Total of 8 frames) m 4

3 8mm Diameter "rawl" bolts to fix framework to wall No 26

4 8mm Hole through 6mm thick steel for bolt No 26

PRESSED STEEL DOOR FRAMES

1,6mm Double rebated frames suitable for half brickwalls, supplied with no hinges, adjustable st riking plate,fixing lugs and rubber buffers to lock jamb (hingeselsewhere measured)

5 Frame for door size 890 x 2040mm high No 6

6 Frame overall size 890 x 2380mm for door size 890 x2040mm high with and including openable fanlight No 3

Carried to Collection R Section No. 2Bill No. 10MetalworkHOMEVALE FIRE STATIONKIMBERLEY

- 1 2 7 -

QS17-010

1,6mm Double rebated frames suitable for one brickwalls, supplied with no hinges, adjustable st riking plate,fixing lugs and rubber buffers to lock jamb (hingeselsewhere measured)

7 Frame for door size 890 x 2040mm high No 5

8 Frame overall size 890 x 2380mm for door size 890 x2040mm high with and including openable fanlight No 4

SUNDRY METALWORK

Shelves etc.

9 "Gelmar" 350 x 300mm heavy duty powder coated shelfbrackets for 300 x 16mm shelves fixed to wall colour white(shelves elsewhere measured) No 2

10 "Gelmar" 600mm heavy duty powder coated steel wall bandwith and including two shelf brackets for 450 x 16mmshelves fixed to wall colour white (shelves elsewheremeasured) No 4

11 "Gelmar" 2000mm heavy duty powder coated steel wallband with and including six shelf brackets for 350 x 16mmshelves fixed to wall colour white (shelves elsewheremeasured) No 10


- 1 2 8 -

QS17-010

ALUMINIUM WINDOWS, DOORS, ETC.

Purpose made aluminium windows with "Gloss St oneGrey (Interpon)" powder coated finish as "NuK lipSystem" glazed with and including approved pa cificglass to comply with AAAMSA and SAGGA regula tions,fixed with and including "Gloss Stone Grey ( Interpon)"powder coated finish clip-on glazing beads wi thneoprene seals and plugged to brickwork or c oncrete,complete with and including Satin Chrome hing es,handles, stays, all necessary coverplates, joi ntingstrips, silicone, colonial vertical bar to al l sections andburglar proofing to all opening sections to matchaluminium (All window dimensions to be confir med onsite before manufacturing)

12 Window size 650 x 2040mm high with three top hungopening panels and three fixed panels complete with allwindow hardware as per aluminium specialist as perspecification and drawing 1071.119 at the back of the bill ofquantities (W2) No 3

Purpose made aluminium windows with "Gloss St oneGrey (Interpon)" powder coated finish as "NuK lipSystem" glazed with and including approved cl ear glassto comply with AAAMSA and SAGGA regulations, fixedwith and including "Gloss Stone Grey (Interpo n)"powder coated finish clip-on glazing beads wi thneoprene seals and plugged to brickwork or c oncrete,complete with and including Satin Chrome hing es,handles, stays, all necessary coverplates, joi ntingstrips, silicone, colonial vertical bar to al l sections andburglar proofing to all opening sections to matchaluminium (All window dimensions to be confir med onsite before manufacturing)

13 Window size 650 x 2040mm high with three top hungopening panels and three fixed panels complete with allwindow hardware as per aluminium specialist as perspecification and drawing 1071.119 at the back of the bill ofquantities (W2) No 6

14 Window size 2890 x 1090mm high with three fixed panelscomplete as per aluminium specialist as per specificationand drawing 1071.121 at the back of the bill of quantities(W5) No 1


- 1 2 9 -

QS17-010

15 Window size 1780 x 2040mm high with three top hungopening panels and nine fixed panels complete with allwindow hardware as per aluminium specialist as perspecification and drawing 1071.119 at the back of the bill ofquantities (W1) No 1

16 Window size 22 250 x 340mm high with thirty four equalpanes with silicone butt joints with and including fillercomplete as per aluminium specialist as per specificationand drawing 1071.106 at the back of the bill of quantities(W4) No 1

17 Window size 4780 x 3155mm high with six top hungopening panels and forty four fixed panels complete with allwindow hardware as per aluminium specialist as perspecification and drawing 1071.120 at the back of the bill ofquantities (W3) No 1

Purpose made aluminium windows / doors with "GlossStone Grey (Interpon)" powder coated finish a s "NuKlipSystem" glazed with and including approved cl ear glassto comply with AAAMSA and SAGGA regulations, fixedwith and including "Gloss Stone Grey (Interpo n)"powder coated finish clip-on glazing beads wi thneoprene seals and plugged to brickwork or c oncrete,complete with and including Satin Chrome hing es,handles, stays, all necessary coverplates, joi ntingstrips, silicone, colonial vertical bar to al l sections andburglar proofing to all opening sections to matchaluminium (All window dimensions to be confir med onsite before manufacturing)

18 Door size 890 x 2040mm complete with sidelight size 390 x2040mm high with six fixed panels complete as peraluminium specialist as per specification and drawing1071.114 at the back of the bill of quantities (D9) (Doorironmongery elsewhere measured) No 2

19 Door size 890 x 2040mm complete with sidelight size 390 x2040mm high with three top hung opening panels and threefixed panels complete with all window hardware as peraluminium specialist as per specification and drawing1071.108 at the back of the bill of quantities (D2) (Doorironmongery elsewhere measured) No 1


- 1 3 0 -

QS17-010

20 Door size 890 x 2040mm complete with top hung toplightsize 890 x 340mm and sidelight size 390 x 2430mm high,with seven fixed panels complete as per aluminiumspecialist as per specification and drawing 1071.113 at theback of the bill of quantities (D8) (Door ironmongeryelsewhere measured) No 1

21 Shopfront overall size 1780 x 3370mm complete with 1780 x650mm triangle top section, single door size 890 x 2040mm,three top hung windows, eleven fixed panels and filler pieceto join to window 4 complete as per aluminium specialist asper specification and drawing 1071.110 at the back of thebill of quantities (D4) (Door ironmongery and window 4elsewhere measured) No 1

22 Shopfront overall size 2355 x 2040mm complete with singledoor size 890 x 2040mm, three top hung windows and ninefixed panels complete as per aluminium specialist as perspecification and drawing 1071.111 at the back of the bill ofquantities (D5) (Door ironmongery elsewhere measured) No 1

23 Shopfront overall size 5285 x 2040mm complete with singledoor size 890 x 2040mm and thirty six fixed panelscomplete as per aluminium specialist as per specificationand drawing 1071.112 at the back of the bill of quantities(D6) (Door ironmongery elsewhere measured) No 1

24 Shopfront overall size 6280 x 2040mm complete with singledoor size 890 x 2040mm, six top hung windows and fortytwo fixed panels complete as per aluminium specialist asper specification and drawing 1071.109 at the back of thebill of quantities (D3) (Door ironmongery elsewheremeasured) No 1


- 1 3 1 -

QS17-010

Purpose made aluminium "Appliance Bay Doors" with"Gloss Stone Grey (Interpon) catagory 4 grade " powdercoated finish as by "Auto Door" glazed with andincluding approved toughened clear glass (to complywith AAAMSA and SAGGA regulations) or 1,2mmaluminium panels with M57S alloy with H-6 te mper forhigh regidity and tensile with matching finis h, fixed withand including "Gloss Stone Grey (Interpon)" p owdercoated finish snap-in glazing beads with neop renegaskets and plugged to brickwork or steel fr ame,complete with and including the following spe cification:

Profiles:

Aluminium profiles to be used shall be extru ded from6063-T6 (50-S) alloy to yield a nominal doo r thicknessof 44,45mm. Members shall be hollow profiles designedto accept glazing in neoprene gas-kets, with snap inaluminium glazing strips for easy replacement andwatertight closure. Panels shall not be held in bymaterials which are screwed on to the extrus ions.Vertical stiles used shall be designed with integrallyextruded aluminium thru-bolts to attach the s tiles andrails together. No loose steel bolts shall b e used for thispurpose. Plated self-locking nuts are to be used forsecuring. Meeting horizontal rails shall have anintegrally extruded reinforcing strut at each sectionjoint. This strut shall limit deflection over the spannedwidth of the door to a maximum of 1/120. No add-ontrusses shall be used. These features will a lso have theadded advantage of limiting corrosive activity . Bottomrail used shall be extruded with integral gr ooves toaccept neoprene U’d bottom astragal (weather strip) .

Member widths shall be a minimum of:

Bottom Rail - 127mmMeeting Rails - 56mmTop Rail - 70mmEnd Stile - 78mmIntermediate Stile - 56mm

Door Track:

Rollformed J-shaped galvanized steel track sec tions of2mm minimum thickness shall be used with ins idedimension to allow free passage of a 51mm d iameter


- 1 3 2 -

QS17-010

roller. Vertical tracks to be secured to the upright jambsby means of galvanized steel graduated Jamb bracketsof minimum 2,5mm thickness which allow the door tobe lined up to wedge it snugly against the Jambs in theclosed position for free movement and tight closure.Securing points shall be no more than 915mm apart.Horizontal track assemblies shall consist of a straightsection as well as a 90degree machine formed curve of381mm radius. Smaller radius curves shall not be used.The straight section shall be reinforced over its entirelength with 38 x 38 x 2,5mm galvanized steel angle.

Hardware:

All door applied hardware items shall be made fromgalvanized steel and hinges shall be of 1,8mm steelstampings. Roller carrying end hinges shall be of aminimum thickness of 2,24mm and shall havenon-adjustable roller sleeves of progressivelygraduated height to guide descending door tightlyagainst the jambs and header in the inclined verticaltracks at a pitch of 6,35mm per section. Hinges shall bepre-formed with stiffening gussets on edges. Rollersshall operate on full floating case hardened steel ballbearings with 10 balls per race. Inner case shall consistof a full-hardened cone. Balls shall not operate directlyon the roller shaft. All fasteners shall be plated.

Counterbalance: Custom computed torsion springs, mounted on acontinuous cross header shaft shall be used for safetyand for accurate counterbalance of the door in theascending as well as the descending motion. Springwire of a minimum tensile of 1550 M.P.A. sh all be usedand springs shall be stressed to minimum spr ing life of35,000 full open/close cycles. Door contractor shall beobliged to give proof of wire tensile and g rade used andto provide outline of parameters of the spri ngs used.Springs shall be secured by means of Industr yStandard die cast aluminium cones operating o nheavy-duty ball bearings. Torque transmission from thespring to the door shall be effected through helical ygrooved die cast aluminium cable drums andgalvanized all steel aircraft grade wire rope cables witha minimum safety factor of eight to one. Al l cables shallconsist of seven bundles of wire with ninete en strandsper bundle (7 X 19), and shall be minimum diameter of4,00mm


- 1 3 3 -

QS17-010

Operation:

Doors shall be electrically operated by means of heavyduty industrial rated electric operators as s pecified(elsewhere measured)

Installation:

All the equipment shall be delivered on site by the doorcontractor and shall be installed by the doo r contractor.

All dimensions to be confirmed on site befor emanufacturing)

25 Door size 4000 x 4040mm complete with four aluminiumpanels and twenty four glazed panels as per "Auto Door"aluminium specialist as per specification and drawing1071.107 at the back of the bill of quantities (D1)

No 4

Purpose made aluminium "Appliance Bay Shopfron ts"with "Gloss Stone Grey (Interpon) catagory 4 grade"powder coated finish as by "Auto Door" glaze d with andincluding approved toughened clear glass (to complywith AAAMSA and SAGGA regulations) or 1,2mmaluminium panels with M57S alloy with H-6 te mper forhigh regidity and tensile with matching finis h, fixed withand including "Gloss Stone Grey (Interpon)" p owdercoated finish snap-in glazing beads with neop renegaskets and plugged to brickwork or steel fr ame,complete with and including the following spe cification:

Profiles:

Aluminium profiles to be used shall be extru ded from6063-T6 (50-S) alloy to yield a nominal sho pfrontthickness of 44,45mm. Members shall be hollow profilesdesigned to accept glazing in neoprene gas-ke ts, withsnap in aluminium glazing strips for easy re placementand watertight closure.

Installation:

All the equipment shall be delivered on site by the doorcontractor and shall be installed by the doo r contractor.

All dimensions to be confirmed on site befor eCarried to Collection R

Section No. 2Bill No. 10MetalworkHOMEVALE FIRE STATIONKIMBERLEY

- 1 3 4 -

QS17-010

manufacturing)

26 Toplight overall size 4000 x 445mm complete with fourglazed panels as per "Auto Door" aluminium specialist asper specification and drawing 1071.107 at the back of thebill of quantities (D1) No 4

27 Shopfront overall size 1000 x 4485mm with one aluminiumpanel and seven glazed panels as per "Auto Door"aluminium specialist as per specification and drawing1071.107 at the back of the bill of quantities (D1) No 2

28 Shopfront overall size 1190 x 4485mm complete with onealuminium panel and seven glazed panels as per "AutoDoor" aluminium specialist as per specification and drawing1071.107 at the back of the bill of quantities (D1) No 2

29 Shopfront overall size 1890 x 4485mm complete with singledoor size 900 x 2345mm, two aluminium panels andfourteen glazed panels as per "Auto Door" aluminiumspecialist as per specification and drawing 1071.107 at theback of the bill of quantities (D1) No 2

SUNDRY ALUMINIUM WORK

Roller shutters, latches, etc.

30 "Roco" standard 900 x 1080mm hand operated aluminiumroller shutter cabinet door "aluminium colour", complete withgrey hardware as by cabinet specialist (Code: RRE791639) No 1

Louvres, door grills etc.

31 "Airguide" natural anodized aluminium door ventilationlouvres size 600 x 300mm both sides of timber doorincluding cutting of opening in door (Code: DVB) Pairs 2


- 1 3 5 -

QS17-010

Section No. 2

Bill No. 10

Metalwork

COLLECTION

Page AmountNo


-128-

-129-

-130-

-131-

-132-

-133-

-134-

-135-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 10MetalworkHOMEVALE FIRE STATIONKIMBERLEY

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QS17-010


SECTION NO. 2

BILL NO. 11

PLASTERING


CEMENT SCREEDS TO CONCRETE

25mm Thick

1 On floors to receive tiles (Provisional) m2 310

50mm Thick average

2 On concrete roofs to falls (Provisional) m2 67

INTERNAL PLASTER


3 On walls m2 140

4 On narrow widths m2 3

One coat 5:1 cement plaster and one coat gy psum skimplaster with trowel finish on brickwork

5 On walls m2 748


One coat 5:1 cement plaster and one coat gy psum skimplaster with trowel finish on concrete

7 On soffit of slab m2 366

EXTERNAL PLASTER


8 On walls m2 187

Carried to Collection R Section No. 2Bill No. 11PlasteringHOMEVALE FIRE STATIONKIMBERLEY

- 1 3 7 -

QS17-010


One coat 5:1 cement plaster with trowel fini sh onconcrete

10 On sides of slabs and beams m2 50



All specialised plaster type wall coatings are to be executedin strict accordance with the manufacturer's instructions

Permanent render with "Laminin Kwartz Crete" or otherapproved 1,5mm grit in vertical application, colour "MidGrey" as per architects specification. All in accordanceto manufacturers specification

12 On walls m2 266


SPECIALISED CONCRETE FINISH

"Platinum" polished concrete finish as by "Lu maFloors"

14 Sanding of concrete floor with an approved machine toremove all bumps etc. and leave in perfectly smooth andpolished condition m2 243

Carried to Collection R Section No. 2Bill No. 11PlasteringHOMEVALE FIRE STATIONKIMBERLEY

- 1 3 8 -

QS17-010

Section No. 2

Bill No. 11

Plastering

COLLECTION

Page AmountNo


-138-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 11PlasteringHOMEVALE FIRE STATIONKIMBERLEY

- 1 3 9 -

QS17-010


SECTION NO. 2

BILL NO. 12

TILING


WALL TILING

200 x 300mm "Samca Matt White" ceramic wall tiles assupplied by "Union Tiles" in strict accordanc e withmanufacturer's specification and fixed accordin g tosetting out lines with approved setting adhes ive toplastered walls with joints of 3mm width poi nted in lightgrey tile grout as per Architect specification

1 On walls m2 109

2 On walls in narrow widths m2 2

50 x 50mm "Douglas Jonas" tile decor collect ionmosaic tiles, in strict accordance with manuf acturer'sspecification and fixed according to setting out lineswith approved setting adhesive to plastered w all withjoints of 2mm width pointed in light grey t ile grout(Code: 293) as per Architect specification

3 On walls m2 5

FLOOR TILING

250 x 500mm "Torreno Stone" ceramic floor ti les assupplied by "Union Tiles" laid in strict acc ordance withmanufacturer's specification and fixed accordin g tosetting out lines with approved setting adhes ive toconcrete floor with joints of 5mm width poin ted in lightgrey tile grout (Code: 1JOHTE489) as per Arc hitectspecification

4 On floors and landings m2 347

5 Skirting cut 100mm high including plaster backing m 19

Carried to Collection R Section No. 2Bill No. 12TilingHOMEVALE FIRE STATIONKIMBERLEY

- 1 4 0 -

QS17-010

48 x 48mm "Matt White" mosaic tiles as supp lied by"Union Tiles" laid in strict accordance withmanufacturer's specification and fixed accordin g tosetting out lines with approved setting adhes ive toconcrete floor with joints of 2mm width poin ted in lightgrey tile grout as per Architect specification

6 On shower floors m2 4

SUNDRIES

7 "Kirk M-trim" aluminium square edge trim to exposed sidesof tiles bedded in tile adhesive while tiles are laid (Code:ASQE100) m 98

8 "Kirk M-trim" aluminium straight edge trim for 8mm tiles toexposed sides of tiles bedded in tile adhesive while tiles arelaid (Code: ASE100) m 3

9 "Kirk M-trim" aluminium tile-in stairnosing for 8mm tiles toexposed sides of tiles bedded in tile adhesive while tiles arelaid (Code: ATIN100) m 5

10 "Kirk M-trim" 6mm aluminium movement joint for 8mm tilescomplete with grey infill bedded in tile adhesive while tilesare laid (Code: AMJ100G) m 17

Carried to Collection R Section No. 2Bill No. 12TilingHOMEVALE FIRE STATIONKIMBERLEY

- 1 4 1 -

QS17-010

Section No. 2

Bill No. 12

Tiling

COLLECTION

Page AmountNo


-141-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 12TilingHOMEVALE FIRE STATIONKIMBERLEY

- 1 4 2 -

QS17-010


SECTION NO. 2

BILL NO. 13

PLUMBING AND DRAINAGE (PROVISIONAL)


NOTE: Water supply and drainage installation

Water supply and drainage installation to comply with SANS10252-1 and SANS 10252-2

NOTE: Water heating and heat pump systems installation

Water heating and heat pump systems installation to complywith SANS 10254:2012, SANS 10106 & SANS 1352

NOTE: 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.

NOTE: uPVC pressure pipes and fittings:

Pipes for water supply shall be of the class stated.

Pipes of 40mm diameter and smaller shall be plain endedwith solvent welded uPVC loose sockets and fittings.

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

Carried to Collection R Section No. 2Bill No. 13Plumbing and Drainage (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 4 3 -

QS17-010

NOTE: 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 copperwaste, vent and anti-syphon pipes, capillary solder fittingsand compression fittings shall be "Cobra Watertech" type.Capillary solder fittings shall comply with ISO 2016. Onlycompression fittings shall be used in walls or in ground.

NOTE: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 thatno claim in this regard will be entertained. In the case ofpipes with diameters exceeding 60mm all sizes are givenand no claim for extra bushes, reducers, etc. will beentertained.

NOTE:Wire gratings:

Descriptions of gutter outlets, etc. shall be deemed toinclude wire balloon gratings.

NOTE:Flush pans:

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

NOTE:Stainless steel basins, sinks, wash troughs, urinals,etc.:

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

NOTE:Waste unions:

Descriptions of waste unions shall be deemed to includerubber or vulcanite plugs and chains fixed to fittings.


- 1 4 4 -

QS17-010

NOTE: Sanitaryware, taps and fittings:

As by specified brands unless approved by Architect. All tobe strictly SABS approved.

Installation strictly to manufacturers specifications.

RAINWATER DISPOSAL

Galvanised mild steel piping

1 100mm Pipes fixed in walls, ceilings, roofs, floors, etc. m 4

2 100mm Bend No 3

3 100mm Connector to 100mm fullbore drain No 2


"Saint Gobain Pipelines SA" or other approved full-flowrainwater drainage systems

5 100mm Roof outlet with dome grate No 2

SANITARY FITTINGS

Stainless steel

6 "Kwikot Classique" stainless steel single bowl with ribbingswash trough including waste and sealing all round withsuitable material (Code: SWT-RIB) No 1

7 "Kwikot" sit-on stainless steel single end bowl sink overallsize 900 x 535mm including 90mm strainer waste andsealing all round with suitable material (Code: SSO-900-SE) No 1

"Vaal" or other approved

8 "Vaal Midi Weaver" 450 x 350 x 130mm vitreous chinarectangular top mounted wash hand basin with single taphole (Code: 706601) with and including integrated overflowand 32 x 110mm unslotted "Gio Bella" basin waste outlet(Code BW202UL) (Top elsewhere measured) No 8


- 1 4 5 -

QS17-010

9 "Vaal Midi Weaver" 450 x 350 x 130mm vitreous chinarectangular wall mounted wash hand basin with single taphole (Code: 706601) with and including wall bolts (Code:8448Z0), integrated overflow and 32 x 75mm unslotted "GioBella" basin waste outlet (Code BW202U) No 1

10 "Vaal Ecoline" white vitreous china floor mounted closecoupled wc suite with 90 degrees pan collar bend andmatching 9 litre cistern with and including D.P.E. Model 'Lux82' white or other approved toilet seat and lid (Code:773561WH) No 5

11 "Vaal Pearl Paraplegic" white vitreous china floor mountedsemi-close coupled wc suite with 90 degrees pan collar andmatching 9 litre cistern with and including purpose made CPside flush lever and D.P.E. Model 'Lux 82' white or otherapproved toilet seat and lid (Code: 7300SC) No 1

TRAPS, ETC.

Traps, etc. including joints to steel pipe a nd/or fittingsunless otherwise described

"Marley"

12 40mm Rubber single sink trap No 2

"Waterways"

13 32mm Bottle trap (Code: A181-B1) No 9

14 "Waterways Wirquin Tourbillon" stainless steel showerwaste channel complete with stopped ends, outlet and gridfixed with and including 4:1 cement mortar mix (Code:30933016) No 4

TAPS, VALVES, ETC.

Valves, etc. including joints to steel pipes and/orfittings unless otherwise described

15 "Cobra" 15mm hose bibtap fixed to wall (Code: 207EC-15) No 1

16 "Cobra Watertech Stella" 15mm chrome plated undertilestoptap (Code: 3328ST-15) with F connections and slidingwall flange No 6

17 "Hansgrohe" shower arm (Code: 27411-000) No 3


- 1 4 6 -

QS17-010

18 "Hansgrohe Crometta 85" green shower head (Code:28423-000) No 3

19 "Cobra Star" wall mounted sink mixer with aerated swiveloutlet (Code: 266/041/10) No 1

20 "Hansgrohe Cosmo" basin mixer complete with angle valve(Code: 31730-000) No 9

21 "Hansgrohe Cosmo E2" sink mixer complete with anglevalve (Code: 31806-000) No 1

22 "Hansgrohe Cosmo" shower mixer complete with I-box(Code: 31967-000) No 3

SANITARY PLUMBING

uPVC pipes



Extra over uPVC pipes for fittings

25 50mm 45 Degree Bend No 6

26 50mm Bend No 22

27 50mm Access bend No 7

28 50mm Inspection eye No 6

29 50mm Junction No 5

30 50mm to 110mm Saddle junction No 2

31 50mm to 110mm Reducer No 6

32 110mm 90 Degree access pan connector No 6

33 110mm Bend No 4

34 110mm Access bend No 2

35 110 x 87.5mm AH Junction No 3

36 110mm Stub stack with one way vent valve No 3


- 1 4 7 -

QS17-010

Sundries

37 Testing waste pipe system Item

WATER SUPPLIES

Class 2 copper pipes and fittings with capil lary solderedtype connections

38 15mm Pipes m 41

39 22mm Pipes m 96

40 28mm Pipes m 30

41 35mm Pipes m 20

42 42mm Pipes m 50

Extra over class 2 copper pipes for soldered capillaryfittings

43 15mm Fittings No 38





Sundries, etc.

48 Flexible connector pipe "C-M10x0.5" 250mm long completewith chrome connectors, etc. with one end to connexconnection No 24

ELECTRIC WATER HEATERS

49 5 Litre "Kwikboil" water boiler 320 x 195 x 448mm high withstainless steel tank, steam free boiling water, electroniccontrols, 15mm overflow, plugged and screwed to wall No 1


- 1 4 8 -

QS17-010

CombiSlim electric Geyser. Fully insulated, ve rticallyinstalled, supported by 100 x 50 mm steel c hannelsections complete with the following, moulded plastictank drip tray, with 50mm diameter uPVC disc hargepipe, incoming cold water multivalve comprisin gisolating, pressure reducing, expansion and dr ain valve,P&T safety valve with 22mm diameter copper d ischargepipe, electric back up element and thermostat , airrelease valve/vacuum breaker on hot and cold waterside

50 50 litre tank, 2kW heating element rating No 1

Hot Water Heat Pump comprising of COMBIMAX h otwater storage tank and remote air to water heat pumpcomplete with the following: moulded plastic tank driptray, with 50mm diameter uPVC discharge pipe tonearest gulley, incoming cold water multivalvecomprising isolating, pressure reducing, expans ion anddrain valve, P&T safety valve with 22mm diam etercopper discharge pipe to nearest gulley, elec tric backup element and thermostat, air release valve/ vacuumbreaker on hot and cold water side. Allowinterconnecting control wiring, heat pump isol ator andchange over switch to electrical back up. Ta nk installedin ceilingspace, supported off roof slab on 100 x 50 mmsteel channel sections. Heat pump evaporator installedon external wall above concrete canopy on pr oprietarybrackets

51 250 litre tank, heat pump 5.5kW heating capacity No 1

TESTING

52 Testing water pipe system Item

FIRE APPLIANCES ETC

Fire extinguishers

53 9kg DPE fire extinguisher complete with charge, top andbottom hanging brackets and wrot meranti backplates size19 x 150 x 900mm and fix in position, including boltingbackplate to wall No 3


- 1 4 9 -

QS17-010

WATER SUPPLIES TO FIRE APPLIANCES

Galvanised mild steel piping

54 32mm Water pipe fixed to walls m 20

55 25mm Water pipe fixed to walls m 10

Extra on galvanised mild steel piping for

56 25mm Elbows No 4

57 25mm Intersection No 1

58 25mm Nipple No 2

59 25mm Union No 2

60 32mm Gate valve No 1

61 32mm Elbows No 4

62 32mm Union No 2

63 Approved automatic fire hose reel, complete with 30 metrelength of 19mm diameter pressure hose with chromiumplated shut off nozzle and brackets, chromium plateduniversal mounted swivelling pulley, 25mm chromium platedhydrant valve with wheel-head, fixing brackets, bolts, etc.and fix into position on face of wall, including building boltsinto brickwork in cement mortar, bolting hose reel and hoseguide to wall, connecting up 25mm galvanised mild steelsupply pipe (elsewhere measured) the whole to comply withthe Municipal Fire Regulations No 2

Sundries

64 Testing fire water pipe system Item


- 1 5 0 -

QS17-010

Section No. 2

Bill No. 13

Plumbing and Drainage (Provisional)

COLLECTION

Page AmountNo


-144-

-145-

-146-

-147-

-148-

-149-

-150-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 13Plumbing and Drainage (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 5 1 -

QS17-010


SECTION NO. 2

BILL NO. 14

GLAZING


TOPS, SHELVES, DOORS, MIRRORS, ETC.

4mm Clear glass

1 830 x 300mm Panel fixed to steel fanlight No 7

MIRRORS, ETC.

4mm Silvered float glass with and including 16mmbacking board and 20 x 20mm natural aluminiu m anglesurrounding glued to backing board with mitre corners,mirrors with 10mm bevelled and polished edges fixed towall with two "Gelmar" 38mm key hole plates fixed over18mm opening in backing board hung on plug andscrewed to wall

2 Mirror 450 x 900mm high No 1

3 Mirror 450 x 920mm high No 8

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 14GlazingHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 2 -

QS17-010


SECTION NO. 2

BILL NO. 15

PAINTING


ON FLOATED PLASTER

One coat plaster primer "Laminin Primer" or otherapproved primer, one undercoat and two coats interiorquality "Laminin Truevelvet" or other approved paintcolour "Light Grey" as per Architects specification

1 On internal walls m2 696

One coat plaster primer "Laminin Primer" or otherapproved primer, one undercoat and two coats interiorquality "Laminin Nexus Eggshell Satin" or oth erapproved paint colour "Light Grey" as per Ar chitectsspecification

2 On internal walls m2 59

One coat plaster primer "Laminin Primer" or otherapproved primer, one undercoat and two coats interiorquality "Laminin Nexus Super Acrylic" or othe rapproved paint colour "White" as per architec tsspecification

3 On ceilings, beams and cornices m2 381

ON ROUGH CONCRETE

One coat primer "Laminin Primer" or other ap provedprimer, one undercoat and two coats exterior quality"Nexus Super Acrylic" or other approved paint colour"Glitter White" as per Architects specification

4 On concrete slabs m2 415

Carried to Collection R Section No. 2Bill No. 15PaintingHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 3 -

QS17-010

ON FIBRE CEMENT

One coat primer "Laminin Primer" or other ap provedprimer, one undercoat and two coats exterior quality"Hydroshell or other approved paint colour "G rey" asper architects specification

5 On fibre cement sills m2 2

ON PLASTERBOARD

One coat primer "Laminin Primer" or other ap provedprimer, and two coats exterior quality "Nexus SuperAcrylic" or other approved paint

6 On ceiling board m2 5

ON METAL

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at andtwo coats "Laminin Hydroshell" or other appro ved paintcolour "Grey" as per Architects specification

7 On door frames m2 32

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at andtwo coats "Laminin Hydroshell" or other appro ved paintcolour "Black" as per Architects specification

8 Rails, bars, pipes, etc exceeding 300 mm girth m 11

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at andtwo coats "Laminin Nexus Midsheen" or other approvedpaint colour "Grey" as per Architects specification

9 On structural steel framework m2 289

10 On gutters and downpipes m2 1


- 1 5 4 -

QS17-010

ON WOOD

Sand down to a smooth and even surface and applyone coat "Laminin Primer" or other approved primer,one undercoat and two coats "Laminin Hydroshe ll" orother approved paint colour "Grey" as per ar chitectsspecification

11 On doors m2 70


- 1 5 5 -

QS17-010

Section No. 2

Bill No. 15

Painting

COLLECTION

Page AmountNo


-154-

-155-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 15PaintingHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 6 -

QS17-010


SECTION NO. 2

BILL NO. 16

PROVISIONAL SUMS


MECHANICAL INSTALLATION

1 Allow the provisional sum of R 200 000.00 (Two HundredThousand Rand) for the mechanical air-conditioning installation Item Not Priced

2 Allow for profit Item

3 Allow for general attendance Item

TRAFFIC LIGHT AND INTERSECTION INSTALLATION

4 Allow the provisional sum of R 150 000.00 (One Hundred andFifty Thousand Rand) for the traffic light and intersectioncomplete installation Item Not Priced



Carried to Collection R Section No. 2Bill No. 16Provisional SumsHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 7 -

QS17-010

Carried to Collection R Section No. 2Bill No. 16Provisional SumsHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 8 -

QS17-010

Section No. 2

Bill No. 16

Provisional Sums

COLLECTION

Page AmountNo


-158-

Carried Forward to Summary of Section No. 2 R Section No. 2Bill No. 16Provisional SumsHOMEVALE FIRE STATIONKIMBERLEY

- 1 5 9 -

QS17-010

SECTION SUMMARY - BUILDING WORKS

Bill Page AmountNo No

1 -93-Sub-Structure (Provisional)

2 -97-Concrete, Formwork & Reinforcement

3 -101-Masonry

4 -104-Waterproofing

5 -105-Roof Coverings, Etc.

6 -112-Carpentry & Joinery

7 -115-Ceilings, Partitions and Access Flooring

8 -123-Ironmongery

9 -126-Structural Steelwork

10 -136-Metalwork

11 -139-Plastering

12 -142-Tiling

13 -151-Plumbing and Drainage (Provisional)

14 -152-Glazing

15 -156-Painting

16 -159-Provisional Sums

Carried to Summary of Bills of Quantities Pa ge 53 R Section No. 2HOMEVALE FIRE STATIONKIMBERLEY

- 1 6 0 -

QS17-010


SECTION NO. 3

BILL NO. 1

LOOSE FURNITURE

Kitchen

1 "Defy" or other approved 28L microwave oven colour "White"(Code: DMO350) No 1

2 "Defy 600B" or other approved slimline extractor cooker hoodcomplete including installation (Code: DCH290) No 1

3 "Defy" or other approved ceran hob 300 complete includinginstallation (Code: DHD402) No 1

4 "Defy" or other approved top loader 10Kg washing machinecolour "White" (Code: DTL146) No 1

5 "Defy" or other approved 8Kg tumble dryer colour "White"(Code: DTD310) No 1

6 "Defy" or other approved fridge B/F 365L eco colour "White"(Code: DAC511) No 1

Bedrooms

7 "Cecil Nurse" or other approved "Loadstar" base set 910cm(Code: SPBFNRDT028) No 12

Training

8 "Cecil Nurse" or other approved "La'Mia" writing tablet includingblack arm and arm cap (Code: LMWTBLK) No 20

9 "Cecil Nurse" or other approved "La'Mia" side chair with blackframe, seat and back (Code: LM06BBLK) No 20

10 "Cecil Nurse" or other approved golden walnut 750 x 500mm"Breaking News" rectangular table with black legs (Code:BN750BLKGW) No 20

Carried to Collection R Section No. 3Bill No. 1Loose furnitureHOMEVALE FIRE STATIONKIMBERLEY

- 1 6 1 -

QS17-010

Office

11 "Cecil Nurse" or other approved "Global" mobile 395 x 550 x590mm pedestal with "Taormina Ash" finish (Code: GS706TA) No 2

12 "Cecil Nurse" or other approved "Kicca One Monobloc" chaircolour "Red" (Code: KC106RD) No 2

13 "Cecil Nurse" or other approved "Twin Operators" chair withheight adjustable arms and black upholstery seat and back(Code: TWIN01BLK) No 2

Control Room

14 "Cecil Nurse" or other approved "Twin Operators" chair withheight adjustable arms and black upholstery seat and back(Code: TWIN01BLK) No 2

Reception

15 "Cecil Nurse" or other approved "Trendy" 450 x 450 x 450mmottoman square with "Shetland Tangerine" finish (Code:TR450STG) No 3

Recreational

16 "Cecil Nurse" or other approved "Kicca One Monobloc" chaircolour "Red" (Code: KC106RD) No 4

17 "Cecil Nurse" or other approved "Metro" 1800 x 900 x 750mmrectangular walnut table (Code: MT1800WN) No 1

18 "Cecil Nurse" or other approved "Tetris" 820 x 800 x 700mmsingle seater with (Charcoal) metal frame and "Karia Sleet"finish (Code: TET01SL) No 2

19 "Cecil Nurse" or other approved "Liberty" 2100 x 800 x 750mmdouble seater with "Black" metal frame and "Karia Sleet" finish(Code: LT02SL) No 2

Outdoor Gym

20 "Green Outdoor Gyms" or other approved ladder and barsstructure "GOGS-CAL4"(http://www.greenoutdoorgyms.co.za/outdoor-gyms) No 1

21 "Green Outdoor Gyms" or other approved "push chair"(http://www.greenoutdoorgyms.co.za/outdoor-gyms) No 1


- 1 6 2 -

QS17-010

22 "Green Outdoor Gyms" or other approved "pull chair"(http://www.greenoutdoorgyms.co.za/outdoor-gyms) No 1

23 "Green Outdoor Gyms" or other approved stainless steel"T-bar" (http://www.greenoutdoorgyms.co.za/outdoor-gyms) No 1

24 "Green Outdoor Gyms" or other approved "Single wab board"(http://www.greenoutdoorgyms.co.za/outdoor-gyms) No 1


- 1 6 3 -

QS17-010

Section No. 3

Bill No. 1

Loose furniture

COLLECTION

Page AmountNo


-162-

-163-

Carried to Summary of Bills of Quantities Pa ge 53 R Section No. 3Bill No. 1Loose furnitureHOMEVALE FIRE STATIONKIMBERLEY

- 1 6 4 -

QS17-010


SECTION NO. 4

BILL NO. 1

GENERAL SITE WORKS (PROVISIONAL)


NOTE : All excavations are measured as being in "earth" and/orfilling compacted to 98% modified AASHTO density

Descriptions of excavations shall be deemed to include forsetting aside surplus excavated material in spoil heaps for useas filling or for depositing within 150m of the perimeter of theexcavations and spreading and roughly levelling as directed, aswell as for increase in bulk and multiple handling of excavatedmaterial caused by the contractor's method of operation.

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 and for bulking.

SITE CLEARANCE ETC

1 Clear the whole area of the site to be built upon including theremoval of small shrubs and trees with a trunk not exceeding200mm girth measured 1m above ground level m2 4 130

BULK EXCAVATION, FILLING, ETC.

Open face excavation in earth over sloping site

2 Open face excavation m3 14

Extra over all excavations for carting away

3 Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m3 14

Carried to Collection R Section No. 4Bill No. 1General Sitework (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 6 5 -

QS17-010

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

4 Over site under floors, roads, paving, etc. in accordance withSABS 1200 DM compacted to 93% Mod AASHTO density inmaximum 150mm thick layers m3 122


5 Over site of 19mm aggregate material between plants on top offibretex (fibretex elsewhere measured) m3 4

LANDSCAPING

Ground preparation

6 Cultivation and preparation of areas to be planted m2 80

Topsoil, compost, lime and fertilizer

7 Topsoil supplied by the contractor in plant beds, grassed areasand holes for trees, shrubs, etc m3 12

TREES

8 20 liter bag size "Olea africana - Wild Olive" tree including 1m3compost filling, grow ring and excavation of hole minimum size1 000 x 1 000 x 1 000mm deep and planting including wateringuntil final completion No 24

9 20 liter bag size "Acacia Sieberiana Var. Woodll - PaperbarkThorn" tree including 1m3 compost filling, grow ring andexcavation of hole minimum size 1 000 x 1 000 x 1 000mmdeep and planting including watering until final completion No 24

10 20 liter bag size "Citrus Sinensis (Frost Hardened Variety) -Valencia Orange" tree including 1m3 compost filling, grow ringand excavation of hole minimum size 1 000 x 1 000 x 1 000mmdeep and planting including watering until final completion No 6

11 20 liter bag size "Citrus Meyeri - Meyer Lemon" tree including1m3 compost filling, grow ring and excavation of hole minimumsize 1 000 x 1 000 x 1 000mm deep and planting includingwatering until final completion No 7


- 1 6 6 -

QS17-010

Shrubs, bulbs and plants

12 "Bulbine Frutescens - Cat's Tail" plant with minimum height of200mm planted including compost filling and watering until finalcompletion No 160

13 "Aloe Ferox - Cape Aloes" plant with minimum height of 200mmplanted including compost filling and watering until finalcompletion No 160

Sundries

14 "Fibretex Geotextile" sheeting on top of ground with sealed laps m2 80

SUNDRIES

15 40ft Shipping container overall size 12 000 x 2 440 x 2 590mmhigh painted as per architect specification, complete with andincluding double door on single end (paintwork elsewheremeasured) No 2


- 1 6 7 -

QS17-010

Section No. 4

Bill No. 1

General Sitework (Provisional)

COLLECTION

Page AmountNo


-166-

-167-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 1General Sitework (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 6 8 -

QS17-010


SECTION NO. 4

BILL NO. 2

PARKING AND PAVING (PROVISIONAL)

EARTHWORKS

NOTE : 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".

BULK EXCAVATION, FILLING, ETC.

Open face excavation in earth

1 Open face excavations in earth to reduce levels m3 1 789

Extra over all excavations for carting away

2 Surplus material from excavations and/or stockpile on site to adumping site to be located by the Contractor m3 1 570

Extra over bulk excavation in earth for excavation in

3 Soft rock m3 179

4 Hard rock m3 89

Keeping excavations free of water

5 Allow for keeping all excavations entirely free of all water otherthan subterranean water Item

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

6 Over site under roads, paving, etc. in accordance with SABS1200 DM compacted to 93% Mod AASHTO density inmaximum 150mm thick layers m3 111

Carried to Collection R Section No. 4Bill No. 2Parking and Paving (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 6 9 -

QS17-010


7 Over site under roads, paving, etc. of G7 material inaccordance with SABS 1200 DM compacted to 95% ModAASHTO density in maximum 150mm thick layers m3 306

8 Over site under roads, paving, etc. of G5 material inaccordance with SABS 1200 DM compacted to 97% ModAASHTO density in maximum 150mm thick layers m3 381

9 Over site under roads, paving, etc. of C3 material inaccordance with SABS 1200 DM stabalised with 3% cementand compacted to 100% Mod AASHTO density in maximum150mm thick layers m3 306

10 Over site under roads, paving, etc. of C4 material inaccordance with SABS 1200 DM stabalised with 2.5% cementand compacted to 97% Mod AASHTO density in maximum150mm thick layers m3 75

11 Over site of 19mm aggregate material in accordance withSABS 1200 DM compacted to density in maximum 100mmthick layers m3 6


12 Compaction of ground surface under pavings, etc. includingscarifying for a depth of 150mm, breaking down over sizematerial, adding suitable material where necessary andcompact to 93% modified AASHTO density m2 2 591

Coarse river sand filling supplied by the contracto r

13 25mm Thick layer clean, dry, riversand layer spread andlevelled to receive paving blocks (elsewhere) m2 2 037


14 "Modified AASHTO Density" tests to determine the degree ofcompaction, etc. of ground or filling No 24

Weed- and ant killer applied strictly in acc ordance with themanufacturer's instructions

15 Under paving, etc. m2 2 591


- 1 7 0 -

QS17-010


25MPa/19mm concrete

16 Surface beds m3 97

CONCRETE TEST CUBES

Cost of tests



CONCRETE SUNDRIES




Vertical formed construction joints through co ncreteincluding formwork

19 Surface beds not exceeding 300mmm thick with and including10 x 30mm joint in top m 14

Vertical formed "Keyed Joint" construction joi nts throughconcrete with and including trapezoided formwork



- 1 7 1 -

QS17-010

Vertical formed “Dowelled - Butt Joint” const ruction jointsthrough concrete with and including formwork and 32mmdiameter smooth round bar 450mm long embeddedhalfway at 300mm c/c with one side in concr ete andremaining half embedded in concrete with "Bon d BreakerGrease (or similar approved)"



Formwork





REINFORCEMENT

Fabric reinforcement

23 Type 617 fabric reinforcement in concrete surface beds, slabs,etc. m2 994

JOINT SEALANTS ETC

"Sikaflex 11FC" or other approved polyurethane sealingcompound including "Polycord" or other approve dbacking cord, bond breaker, primer, etc

24 10 x 10mm In joints in floors m 88

25 10 x 10mm In keyed joints in floors m 104


- 1 7 2 -

QS17-010

STORMWATER DRAINAGE

25MPa/19mm concrete

26 600 x 75mm Thick overall stormwater channel of 25MPa/19mmmass concrete with 450 x 100mm deep segmental channel intop with rounded salient edges and finished on exposedsurfaces with 2:1 cement mortar, laid to falls in panels notexceeding 1,2m long with 12mm bitumen impregnatedsoftboard movement joints with exposed edges raked out for adepth of 10mm and filled with bituminous compound includingall necessary excavations and formwork m 97

27 Extra for fair stopped end No 2

28 Extra for T-intersection No 1

29 Extra for junction with 300mm channel No 1

30 500 x 300mm Thick overall stormwater channel of25MPa/19mm mass concrete with 320 x 225mm deepsegmental channel in top with square edges and finished onexposed surfaces with 2:1 cement mortar, laid to falls in panelsnot exceeding 1,2m long with 12mm bitumen impregnatedsoftboard movement joints with exposed edges raked out for adepth of 10mm and filled with bituminous compound includingall necessary excavations and formwork m 39

31 Extra for fair stopped end No 1

32 Triangular shaped concrete spill basin size 700mm at head,1400mm at base end and 1100mm along the sides, formed of200mm thick concrete base with concrete upstand size 200 x200mm high along two sides and 200 x 200mm footing alongbase end including all excavations, formwork and backfilling,the top of the base inlaid with eleven clay bricks protruding55mm above the surface of the concrete and loose stones of100 to 150mm diameter loose at the base of the spill basin for awidth of 500mm No 1

PRECAST CONCRETE

"Cembrick" 60mm Standard grey interlocking roa dstonepaving in herringbone pattern paving to drive way,pavements, etc. to falls

33 Paving to roads, etc. laid to falls on sand layer (elsewhere) withjoints filled in with sand including all straight cutting m2 895


- 1 7 3 -

QS17-010

34 Circular cutting m 55

"Cembrick" 80mm Standard grey interlocking roa dstonepaving in herringbone pattern paving to drive way,pavements, etc. to falls

35 Paving to roads, etc. laid to falls on sand layer (elsewhere) withjoints filled in with sand including all straight cutting m2 1 124

36 Circular cutting m 52

Precast concrete finished smooth on exposed s urfacesincluding bedding, jointing and pointing

37 292 x 180mm Mountable kerb (Type MK10) with 450 x 200 x300mm 10MPa unreinforced concrete haunching at back ofeach joint including excavation, backfilling, etc. m 316

38 292 x 180mm Mountable kerb (Type MK10) circular on planwith 450 x 200 x 300mm 10MPa unreinforced concretehaunching at back of each joint including excavation,backfilling, etc. m 26

39 600mm Diameter manhole ring with 64mm wall thickness and250mm depth, cut through on both sides, to be used as treering as supplied by "3Sixty"

No 4

METALWORK

The following in welded mild steel covering overstormwater channels

40 45 x 45 x 5mm Angle section frame with and including lugs atmaximum 450mm centres welded on, cast into side of concretechannel (channel elsewhere measured) m 79

41 RS 40 Rectagrid grating 300mm wide laid in angle sectionframe (angle section frame elsewhere measured) m2 12

ROAD SIGNS

Road sign boards with painted or coloured se mi-mattbackground (Symbols, lettering and borders in semi-mattblack or in class I retro-reflective material)

42 2mm Thick aluminium sheet not exceeding 2m2 m2 2


- 1 7 4 -

QS17-010

43 Extra over 2mm thick aluminium sheet for using Class IIbackground of reflective material m2 2

44 Extra over 2mm thick aluminium sheet for using Class IIlettering, symbols, numbers, arrows, emblems and borders ofretro-reflective material m2 2

Road sign support

45 75mm Diameter x 4mm wall thickness circular hollow sectionsteel post 2300mm long including all necessary excavations,concrete footing, backfill, etc. No 3

PAINTING

Prepare and paint one coat reflective "Lamini n Roadmark"or other approved road marking paint on prec ast concretepaving blocks

46 100mm Wide line m 312

47 Numeral or letter 1000 mm high No 4

48 Traffic arrow 300 x 2000 mm wide extreme No 6

49 Wheelchair pictogram 2000 x 2000 mm wide extreme No 1


- 1 7 5 -

QS17-010

Section No. 4

Bill No. 2

Parking and Paving (Provisional)

COLLECTION

Page AmountNo


-170-

-171-

-172-

-173-

-174-

-175-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 2Parking and Paving (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 7 6 -

QS17-010


SECTION NO. 4

BILL NO. 3

SECURITY FENCING (PROVISIONAL)


NOTE : Flat wrap razor security wire to comply with CKS 592specification. Flat wrap wire and clips to be Aluzink coated.

NOTE : All excavations are measured as being in "earth" and/orfilling compacted to 98% modified AASHTO density.

NOTE : Excavations:



NOTE : All galvanised work are measured as being 45 micronhot-dipped galvanised.

EXCAVATIONS



Sundries

2 Extra over all excavations for carting away surplus materialfrom excavations and/or stockpile on site to a dumping site tobe located by the contractor m3 61



Carried to Collection R Section No. 4Bill No. 3Security Fence (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 7 7 -

QS17-010

5 Risk of collapse of sides of excavations for trenches and holesfrom natural, elevated or reduced ground level to not exceeding1,5m deep m2 344



7 Backfilling to trenches, holes, etc. compacted to 93% modifiedAASHTO density m3 25


8 Poisoning surface of ground or filling under floors, steps, inbottoms and vertical sides of trenches, bases, etc. includingraking out 75mm deep V-shaped channels against the walls,etc., treated with poison solution, backfilling and ramming m2 509

UNREINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES

25MPa/19mm concrete


MASONRY

BLOCKWORK

Concrete masonry units

Blocks are to be either solid or hollow modular dense concretemasonry units having a compressive strength of 7 MPa

Wall ties for blockwork

Wall ties shall be polypropylene "Permaties" complying with BS76377. Ties for hollow walls shall be of sufficient length toallow not less than 75mm of each end to be built into theblockwork. Ties are to be spaced at intervals of not more than1m in the horizontal direction and not more than 400mmstaggered in the vertical direction except at openings, verticaljoints or ends of walls where they are to be placed verticallyabove each other


- 1 7 8 -

QS17-010

Blockwork

Blockwork shall comply with SABS 0145 "Concrete MasonryConstruction"

Surfaces to be plastered shall have joints raked out to a depthof at least 10mm to provide a key. Cavities of hollow walls shallbe kept free of mortar droppings or other undesirable matter.Every second perpend of the bottom course of the external skinof hollow walls shall be left open as a weep hole

Standard complementary blocks

Descriptions of blockwork shall be deemed to include standardcomplementary blocks such as corner, three-quarter, half andquarter blocks required in the construction of corners, reveals,jambs, ends, etc to solid and hollow walls and for bonding asnecessary

Blockwork of "Watcrete 190" or other approved blocks inclass II mortar with flush joints

10 190mm Hollow walls including wire ties m2 591

Brickwork sundries

11 Closing 110mm cores and filling cavity solid with 25MPa/19mmmass concrete for one 190mm high top row of hollow wall m 259

GALVANISED HOOP IRON CRAMPS, TIES, ETC.

12 30 x 1,2mm Hoop iron wall tie 150mm long built into hollowblock walls No 22

BRICKWORK


13 One brick walls m2 31

BRICK REINFORCEMENT

14 Brick reinforcement 150mm wide built into brick walls withsufficient laps at end joints, angles and intersections (measurednet) m 213


- 1 7 9 -

QS17-010

FACE BRICKWORK



16 Extra over brickwork for brick-on-edge header course band m 71

METALWORK

"Cochrane Products Clearvu" or other approved fencingsystem

17 1800mm High security panel comprising of 45 x 85mm hotdipped galvanized posts on both sides 2250mm long completewith and including locking recess mechanism, UV stabilizedpolymer caps on both ends and 12mm diameter base pin 3300x 1800mm high panels with mesh galvanised then coated withan alu galvanised "Dove Grey" epoxy; each panel comprising of4mm wire with aperture centers at 76.2mm x 12.7mm, panelformation reinforced with 4 x 50mm deep 'V' formationhorizontal recessed bands, (rigidity), 2 x 75mm 70 degreeflanges along sides (internal fixtures anti vandal),(allowing forflush post and panel finish, line wire secure connection, Lockingrecess mechanism) and 2 x 30 degree flanges along top andtoe (arrow-straight edges, intergraded angle), including 5 xsingle bolt comb clamps, 5 x double bolt comb clamps, 15 x''Tech-bolts'' mechanically galvanized with each panel, 100mmhigh shark tooth type spike rails bolted to 50mm wide clearvumesh flange bent along top of fences or to top of steel frame.Complete with and including concrete post footings,excavations and backfilling m 71

Razor wire complete as per specification and drawing1071.126 at the back of the bill of quantities

18 Razor wire construction on top of security wall complete withand including 50 x 50 x 5mm galvanised angle section supportswith 1000mm girth welded at angle fixed to wall with approvedexpansion bolts at 900mm c/c and one row of flat wrap razorsecurity wire in 500mm diameter vertical loops fixed at eachintersection with barbed straining wires with and including2,5mm galvanised binding wire (wall elsewhere measured) m 259


- 1 8 0 -

QS17-010

The following in mild steel complete as per specificationand drawing 1071.122 at the back of the bil l of quantities(Gate 1)

19 25 x 25 x 5mm Angle section inner frame kg 111

20 30 x 6mm Flat section inner frame filler piece kg 15

21 75 x 75 x 3mm Square hollow section braces kg 78

22 100 x 100 x 3mm Square hollow section outer frame kg 98

23 100 x 200 x 3mm Rectangular hollow section bottom frame kg 116

24 2mm Flat sheet metal panel sections size 600 x 270mm weldedto frame (frame elsewhere measured) kg 31

25 50 x 25mm Wire mesh with 5mm diameter wires welded toframe (frame elsewhere measured) m2 8

26 50 x 40 x 5mm Flat section mild steel bracket once holed andwelded to post (post elsewhere, hole to take padlock) No 2

27 240 x 100 x 10mm Flat section mild steel guide twice holed andwelded to steel post (post elsewhere), with and including tworubber guide wheels No 2

28 Purpose made 80mm "Heavy Duty" steel wheels for trackwelded to frame (track and frame elsewhere measured) No 4

29 100 x 100 x 5mm Square hollow section steel post 2400mmlong, with and including fitted and sealed end cap, and 250 x 30x 3mm angle base plate complete with and includingexcavations, concrete and backfilling No 2

30 Sliding track 17 000mm long formed of 12mm diameter rodwelded on to and including 50 x 50 x 8mm mild steel angle withand including 12mm diameter anchor rods 500mm girth weldedto angle section at 400mm centres and cast into and including400mm wide x 400mm deep 35Mpa/19mm mass concretefoundation, including all nesessary excavations, backfilling, etc.complete No 1

The following in mild steel complete as per specificationand drawing 1071.123 at the back of the bil l of quantities(Gate 2)



- 1 8 1 -

QS17-010


33 75 x 75 x 3mm Square hollow section braces kg 38

34 100 x 100 x 3mm Square hollow section outer frame kg 67

35 100 x 200 x 3mm Rectangular hollow section bottom frame kg 66




39 240 x 100 x 10mm Flat section mild steel guide twice holed andwelded to steel post (post elsewhere), with and including tworubber guide wheels No 2

40 Purpose made 80mm "Heavy Duty" steel wheels for trackwelded to frame (track and frame elsewhere measured) No 3

41 100 x 100 x 5mm Square hollow section steel post 2400mmlong, with and including fitted and sealed end cap, and 250 x 30x 3mm angle base plate complete with and includingexcavations, concrete and backfilling No 2

42 Sliding track 10 500mm long formed of 12mm diameter rodwelded on to and including 50 x 50 x 8mm mild steel angle withand including 12mm diameter anchor rods 500mm girth weldedto angle section at 400mm centres and cast into and including400mm wide x 400mm deep 35Mpa/19mm mass concretefoundation, including all nesessary excavations, backfilling, etc.complete No 1


All specialised plaster type wall coatings are to be executed instrict accordance with the manufacturer's instructions

Permanent render with "Laminin Kwartz Crete" or otherapproved 1,5mm grit in vertical application, colour "MidGrey" as per architects specification. All in accordance tomanufacturers specification



- 1 8 2 -

QS17-010

PAINT ON METAL

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at and twocoats "Laminin Nexus Midsheen" or other appro ved paintcolour "Grey" as per Architects specification

44 On gates, grills, burglar screens, balustrading, etc. (both sidesmeasured over the full flat area) m2 44


- 1 8 3 -

QS17-010

Section No. 4

Bill No. 3

Security Fence (Provisional)

COLLECTION

Page AmountNo


-178-

-179-

-180-

-181-

-182-

-183-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 3Security Fence (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 8 4 -

QS17-010


SECTION NO. 4

BILL NO. 4

STAFF CARPORTS (PROVISIONAL)



NOTE : Excavations:



EXCAVATIONS



2 Column bases m3 3

Sundries





Carried to Collection R Section No. 4Bill No. 4Staff Carports (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 8 5 -

QS17-010







25MPa/19mm concrete


11 Column bases m3 3

REINFORCED CONCRETE

30MPa/19mm concrete

12 Ring beams m3 3

CONCRETE TEST CUBES

Cost of tests




- 1 8 6 -

QS17-010


Formwork




14 Ring beams m2 29

REINFORCEMENT

Mild / High tensile steel reinforcement to s tructuralconcrete work

15 8 - 20mm Bars t 0.93

MASONRY


16 One brick wall m2 79

BRICK REINFORCEMENT

17 Brick reinforcement 154mm wide built into brick walls withsufficient laps at end joints, angles and intersections (measurednet) m 232

BRICK SUNDRIES

Galvanised hoop iron cramps, ties, etc

18 30 x 1,6mm Wall tie 400mm long with one end shot pinned tosteel columns and other end built into brickwork No 84


- 1 8 7 -

QS17-010


One layer of 375 micron "Consol Plastics Bri kgrip DPC" orother approved embossed damp proof course


Two layers of "Malthoid" or other approved d amp proofcourse between concrete beam and brick walls

20 In walls m2 9

PROFILED METAL SHEETING AND ACCESSORIES

0,58mm "GRS Klip-tite" heavy industrial chroma dekpre-painted roof sheeting colour "Fish eagle white", withand including consealed fixing storm clips an daccessories fixed to steel purlins

21 Roof sheeting with pitch not exceeding 25 degrees m2 162


Descriptions





All bolted connections are to be designed to SABS 0162-2011with grade 8.8 bolts


- 1 8 8 -

QS17-010


Welded columns in single lengths with flat s ection base,top, bearer and connection plates bolted to concrete (boltselsewhere)

22 100 x 100 x 4mm Square hollow section columns with andincluding 200 x 200 x 8mm base plate with four 16mm diameterholes (Total of 26 roof support columns) t 0.43

Welded beams in single lengths welded on top of steelcolumn (columns elsewhere measured)

23 200 x 100 x 4mm Rectangular hollow section (Total of 13beams) t 1.30

STRUCTURAL STEEL SUNDRIES

24 15mm Thick x 200 x 200mm "ABE Durabed NF" 60Mpa nonshrink grout bedding on concrete support under steel baseplate(concrete and baseplate elsewhere) No 26


METALWORK

The following in mild steel complete as per specificationand drawing 1071.124/5 at the back of the b ill of quantities(Carport Gates)



28 100 x 100 x 3mm Square hollow section support beam kg 256

29 76 x 38 x 3mm Rectangular hollow section frame kg 690





- 1 8 9 -

QS17-010

33 75 x 50 x 6mm Angle section mild steel guide 45mm widecatcher welded to steel post (post elsewhere) No 48

34 "Henderson 280" straight sliding single run system "280"4900mm rail fixed with brackets to support beam (brackets andsupport beam elsewhere measured) No 12

35 "Henderson 280" straight sliding single run system "281"brackets at maximum 275mm c/c fixed to support beam(support beam elsewhere measured) No 216

36 "Henderson 280" straight sliding single run system "285"hangers fixed to gate (gate elsewhere measured) No 24

37 "Henderson 280" straight sliding single run system "287" endstops fixed to rail (rail elsewhere measured) No 24

EXTERNAL PLASTER


38 On walls m2 181


All specialised plaster type wall coatings are to be executed instrict accordance with the manufacturer's instructions

Permanent render with "Laminin Kwartz Crete" or otherapproved 1,5mm grit in vertical application, colour "MidGrey" as per architects specification. All in accordance tomanufacturers specification


PAINT ON METAL

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at and twocoats "Laminin Nexus Midsheen" or other appro ved paintcolour as per Architects specification

40 On gates, grills, burglar screens, balustrading, etc. (both sidesmeasured over the full flat area) m2 108



- 1 9 0 -

QS17-010

Section No. 4

Bill No. 4

Staff Carports (Provisional)

COLLECTION

Page AmountNo


-186-

-187-

-188-

-189-

-190-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 4Staff Carports (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 9 1 -

QS17-010


SECTION NO. 4

BILL NO. 5

DRILL TOWER (PROVISIONAL)



NOTE : Excavations:



EXCAVATIONS


1 Bases m3 37

Sundries






Carried to Collection R Section No. 4Bill No. 5Drill tower (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 9 2 -

QS17-010




8 Under floors, steps and pavings of C4 material in accordancewith SABS 1200 DM stabalised with 3% cement andcompacted to 100% Mod AASHTO density in maximum150mm thick layers m3 8


9 Compaction of ground surface under floors, steps and pavingsincluding scarifying for a depth of 150mm, breaking downoversize material, adding suitable material where necessary,and compacting to 93% Mod AASHTO density m2 29






25MPa/19mm concrete

12 Bases m3 14

REINFORCED CONCRETE

30MPa/19mm concrete

13 Walls in foundations m3 1

14 Walls m3 11


- 1 9 3 -

QS17-010

15 Hood slabs m3 2

CONCRETE TEST CUBES

Cost of tests



CONCRETE SUNDRIES




Formwork





19 Walls with total height not exceeding 3,5m above bearing level m2 41


- 1 9 4 -

QS17-010

20 Walls with total height exceeding 3,5m and not exceeding 5mabove bearing level m2 18

21 Walls with total height exceeding 5m and not exceeding 6,5mabove bearing level m2 18


23 Walls with total height exceeding 8m and not exceeding 9,5mabove bearing level m2 18



Rough formwork to soffits

26 Slabs with sloping soffits propped up exceeding 9,5m high andnot exceeding 11m high m2 8

Special formwork to form

27 1500 x 450mm Opening through 200mm concrete wall No 1

28 800 x 1100mm Opening through 200mm concrete wall No 2

29 1000mm Diameter opening through 200mm concrete wallexceeding 3m radius and not exceeding 4m radius No 1

REINFORCEMENT


30 8 - 20mm Bars t 1.88

PRECAST CONCRETE

Precast concrete finished smooth on exposed surface s

31 1041mm Diameter pipe with 63mm wall thickness 2500mmlong as supplied by "3Sixty" built into concrete structure withend protruding 500mm through 200mm thick concrete wall(concrete wall elsewhere measured) No 2


- 1 9 5 -

QS17-010


Descriptions





All bolted connections are to be designed to SABS 0162-2011with grade 8.8 bolts

STEEL CAT LADDERS

32 Welded cat ladder 800mm wide and 10400mm high overall toroof, of 65 x 10mm flat section stringers, 50 x 8mm flat hoopsand verticals, 20mm diameter runs 600mm long atapproximately 400mm centers, including flat and angle sectionconnections bolted to brickwork or concrete kg 366

BALUSTRADES

33 "MacSteel MT90" or other approved zincromate factory finishhandrail, complete with and including hollow section bars,uprights, end plated, corners, bends, connectors and bolts fixedto structure m 33

34 "MacSteel MTA 30/35/40/45" or other approved zincromatefactory finish raking handrail, complete with and includinghollow section bars, uprights, end plated, corners, bends,connectors and bolts fixed to structure m 30


- 1 9 6 -

QS17-010


Welded columns in single lengths with flat s ection base,top, bearer and connection plates bolted to steel framesand concrete footing

35 100 x 100 x 4mm Square hollow section columns with andincluding 300 x 300 x 16mm base plate with four 16mmdiameter holes (Total of 4 staircase support columns) t 0.35

Welded frames with flat section stiffeners an d connectionplates bolted to concrete walls and steel columns

36 200 x 100 x 4mm Rectangular hollow section t 0.84

Welded stair support with flat section stiffe ners andconnection plates bolted to steel columns and frame s

37 200 x 100 x 4mm Rectangular hollow section t 0.55

Welded grid support to steel frames

38 60 x 60 x 6mm Angle section mild steel welded to steel frames(frames elsewhere measured) t 0.37

STRUCTURAL STEEL SUNDRIES

39 Allow the provisional amount of R 15 000.00 (Fifteen ThousandRand) for roof mounted steel hoist as per specialist Item 15 000 00

40 RS 40 Rectagrid grating welded to steel framework (As slab) m2 21

41 RS 40 Rectagrid grating welded to steel framework (Asstairtreads) m2 13

42 30mm Thick x 300 x 300mm "ABE Durabed NF" 60Mpa nonshrink grout bedding on concrete support under steel baseplate(concrete and baseplate elsewhere) No 4



- 1 9 7 -

QS17-010

PAINTING

ON METAL

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at andthree coats "Laminin Hydroshell" or other app roved paintcolour as per Architects specification


45 Rails, bars, pipes, etc exceeding 300 mm girth m 293


- 1 9 8 -

QS17-010

Section No. 4

Bill No. 5

Drill tower (Provisional)

COLLECTION

Page AmountNo


-193-

-194-

-195-

-196-

-197-

-198-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 5Drill tower (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 1 9 9 -

QS17-010


SECTION NO. 4

BILL NO. 6

DRAFTING PIT (PROVISIONAL)



NOTE : Excavations:



EXCAVATIONS


1 Drafting pit m3 23

Excavation in earth exceeding 2m and not exc eeding 4mdeep below natural, compacted and elevated or reducedground level for


Excavation in earth exceeding 4m and not exc eeding 6mdeep below natural, compacted and elevated or reducedground level for


Carried to Collection R Section No. 4Bill No. 6Drafting Pit (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 2 0 0 -

QS17-010

Back excavation of vertical sides of excavati on in earth forworking space including backfilling compacted to 93%Mod AASHTO density

4 Not exceeding 500mm deep for placing and removing formworkto walls etc. 1000mm away from excavated face with andincluding backfilling and compacting to 93% Mod AASHTOdensity m2 7

5 Exceeding 500mm deep and not exceeding 2000mm deep forplacing and removing formwork to walls etc. 1000mm awayfrom excavated face with and including backfilling andcompacting to 93% Mod AASHTO density m2 20



Sundries








- 2 0 1 -

QS17-010


13 Compaction of ground surface under floors, steps and pavingsincluding scarifying for a depth of 150mm, breaking downoversize material, adding suitable material where necessary,and compacting to 93% Mod AASHTO density m2 12



REINFORCED CONCRETE


15 Bases m3 5



CONCRETE TEST CUBES

Cost of tests



CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth wit h a woodfloat



- 2 0 2 -

QS17-010


Formwork




19 Walls with total height not exceeding 3.5m above bearing level m2 63

20 Walls with total height exceeding 3.5m and not exceeding 5mabove bearing level m2 27

REINFORCEMENT


21 8 - 20mm Bars t 1.26

METALWORK

The following in welded mild steel flap doors

22 100 x 50 x 20 x 3mm Lipped channel frame kg 62

23 4,5mm Thick "Vastrap" hot rolled sheet welded to frame (frameelsewhere measured) kg 141

24 Extra over 100 x 50 x 20 x 3mm lipped channel section framefor welded mitred angle intersection No 8

25 150mm Heavy duty bullet hinge welded to frame (frameelsewhere measured) No 6

26 Purpose made handle of 10mm diameter round bar with200mm girth, bent twice in D shape and welded to frame (frameelsewhere measured) No 4


- 2 0 3 -

QS17-010

The following in welded mild steel support frames

27 100 x 100 x 10mm Angle section frame welded together andfixed to concrete wall with expansion bolts (concrete wall andbolts elsewhere measured) kg 120

28 Extra over 100 x 100 x 10mm angle section frame for weldedmitred angle intersection No 4

29 Hole through 10mm thick steel for bolt No 16

30 M16 x 150mm rawl bolts No 16

PAINTING

ON METAL

Spot priming defects in pre-primed surfaces w ith zincchromate primer and applying one coat "Lamini nUndercoat" or other approved universal underco at andthree coats "Laminin Hydroshell" or other app roved paintcolour as per Architects specification



- 2 0 4 -

QS17-010

Section No. 4

Bill No. 6

Drafting Pit (Provisional)

COLLECTION

Page AmountNo


-201-

-202-

-203-

-204-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 6Drafting Pit (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

- 2 0 5 -

QS17-010


SECTION NO. 4

BILL NO. 7

SOIL DRAINAGE (PROVISIONAL)


NOTE : 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 weldjounted.

NOTE : 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.

NOTE : Wire gratings:

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

NOTE : Excavations:



Carried to Collection R Section No. 4Bill No. 7Soil Drainage (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

NOTE : Laying, backfilling, bedding, etc. of pipes:

Pipes shall be laid and bedded and trenches shall be carefullybackfilled in accordance with manufacturer's instructions.

Where no manufacturers' instructions exist, pipes shall be laidin accordance with clauses 5.1 and 5.2 of each of the following:

SABS 1200:

L: 28 Medium-pressure pipelinesLD: SewersLE: Stormwater drainage

Pipe trenches, etc., shall be backfilled in accordance withclauses 3, 5.5, 5.6, 5.7, and 7 of SABS 1200 DB: Earthworks(Pipe trenches).

Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1,5.1 and 5.3 and 7 of SABS 1200 LB: Bedding (Pipes). Unlessotherwise described bedding of rigid pipes shall be class Bbedding.

SOIL DRAINAGE

Sewer connection

1 Provide the Provisional Sum of R 30 000,00 (Thirty thousandRand) NET for the connection to the sewer main to be carriedout by the Local Authority Item 30 000 00



uPVC pipes

4 110mm Pipes laid in and including trenches and backfilling notexceeding 1m deep m 20

5 110mm Pipes laid in and including trenches and backfillingexceeding 1m and not exceeding 2m deep m 50

6 110mm Pipes laid in and including trenches and backfillingexceeding 2m and not exceeding 3m deep m 70


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QS17-010

7 160mm Class 34 pipes laid in and including trenches andbackfilling exceeding 2m and not exceeding 3m deep m 69

8 160mm Class 34 pipes laid in and including trenches andbackfilling exceeding 3m and not exceeding 4m deep m 226

Extra over uPVC pipes for fittings

9 110mm Rodding eye No 2

10 110mm IE junction No 4

Sundries

11 Extra over excavations in earth for pipe trenches, etc. forexcavations in soft rock m3 72

12 Extra over excavations in earth for pipe trenches, etc. forexcavations in hard rock m3 36

13 15MPa/19mm mass concrete in precast I.E. marker block setflush with the ground or paving No 6

14 Gulley not exceeding 1m deep to invert comprising 110mmdiameter uPVC gulley trap and head, fitted with 190mmdiameter cast iron grating, including excavating for, bedding onand encasing in 15MPa/19mm mass concrete and fitted withand including precast gulley top bedded in cement mortar No 4

15 Testing drainage pipe system Item


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QS17-010

THE FOLLOWING IN PRE-FABRICATED MANHOLES

Excavate in earth for and including circular type precastconcrete manhole formed of 1,42m diameter x 150mm thick25MPa/19mm mass concrete bottom with manhole shaftformed of 1,0m diameter (internal) precast co ncrete ringswith joints sealed with Expandite Butyl 300 with rootinhibitor with and including precast concrete cover slab150mm thick in midblocks and precast concrete spacerslab with opening for and including heavy du ty concretemanhole cover lockable lid set in cement mor tar andsealed in tallow and with fine mass concrete 25 Mpa/19mmbenching in bottom floated smooth with falls to andincluding 150mm vitrified clay channels and f inished on allexposed surfaces with 25mm thick granolithic with anglesrounded, etc.

16 Manhole not exceeding 1m deep No 2

17 Manhole exceeding 1m and not exceeding 1,5m deep No 3

Excavate in earth for and including circular type precastconcrete manhole formed of 2,0m diameter x 1 00mm thick25MPa/19mm mass concrete bottom with manhole shaftformed of 0,75m diameter (internal) precast c oncrete ringswith the lower 1,5m depth increased to 1,0m diameter(internal) and 150 mm precast concrete reduc er slab overenlarged bottom portion, joints sealed with E xpanditeButyl 300 with root inhibitor with and inclu ding precastconcrete cover slab 150mm thick in midblocks and precastconcrete spacer slab with opening for and in cluding heavyduty concrete manhole cover and frame with l ockable lidset in cement mortar and sealed in tallow a nd with finemass concrete benching in bottom floated smoo th withfalls to and including 150mm vitrified clay channels andfinished on all exposed surfaces with 25mm t hickgranolithic with angles rounded, etc.

18 Manhole exceeding 1,5m and not exceeding 2m deep No 1



21 Manhole exceeding 3,5m and not exceeding 4m deep No 2


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QS17-010

Sundries

22 Hole through side of precast concrete manhole for pipeexceeding 100mm and not exceeding 200mm diameterincluding flexible coupling and make good No 18


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QS17-010

Section No. 4

Bill No. 7

Soil Drainage (Provisional)

COLLECTION

Page AmountNo


-207-

-208-

-209-

-210-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 7Soil Drainage (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010


SECTION NO. 4

BILL NO. 8

WATER SUPPLY (PROVISIONAL)



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.

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.

Excavations


"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.

Carried to Collection R Section No. 4Bill No. 8Water Supply (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

Where no manufacturer's instructions exist, pipes shall be laidin accordance with clauses 5.1 and 5.2 of each of the following:

SABS 1200 L : Medium-pressure pipelinesLD : SewersLE : Stormwater drainagePipe trenches etc shall be backfilled in accordance with clauses3, 5.5, 5.6, 5.7 and 7 of SABS 1200DB : 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 1200LB : Bedding (Pipes).Unless otherwise described bedding of rigid pipes shall beclass B bedding

WATER SUPPLIES

Water connection

1 Provide the Provisional Sum of R 50 000,00 (Fifty thousandRand) NET for the main water connection to be carried out bythe Local Authority Item 50 000 00



uPVC class 12 piping with approved type coup lingsincluding excavations, 100mm sandy bedding cra dle andfill blanket 150mm above pipe of imported sa ndy material,compacted selected backfilling, risk of collap se to sides ofexcavations and carting away of surplus excav atedmaterial. (Note: Minimum cover over water ret iculationshall be 300mm)



Extra over uPVC pressure pipes for high pressure fi ttings

6 110 x 80 x 110mm Reducing Tee No 1

7 110mm Bend No 5

8 110mm Tee No 1


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QS17-010

9 110 x 25mm Saddle No 2

10 110 x 50mm Reduser No 1

11 160mm Tee No 2

12 160mm End cap No 1


14 110 x 100mm galvanised to uPVC adaptor No 1

HDPE polyethelene Class 10 pressure piping wi th"Plasson" or other approved fittings




Extra over polyethylene pipes for fittings


19 32mm Bend No 1

20 32mm Tee No 2

21 32 x 25mm Saddle No 1


23 32 x 25mm Plasson female adaptor No 2

24 32mm Female adaptor No 2

25 32mm Poly type 4 coupling (Male) No 2

26 32 x 25 x 32mm Reducing Tee No 2


28 50mm Bend No 2


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QS17-010

29 50mm Male adaptor No 1

Galvanised mild steel screwed and socketed pi pes andfittings

30 25mm Pipe as standpipe fixed to Y-profile standard (elsewhere) m 1

31 25mm Pipe as standpipe 550mm long fixed to wall with andincluding two brackets fixed to wall with and including M10 x100mm long expansion bolt pipe painted one coat etchingprimer and two coats aluminium paint with one ent cast into andincluding 100 x 100mm x 500mm deep 15 Mpa concreteincluding formwork, clamps, etc. as necessary No 1

32 80mm Diameter pipe 1000mm long with and including two endsockets cast into concrete fire hydrant pedestal (elsewhere) No 1

Extra over galvanised steel pipes for steel fitting s


34 80mm Threaded flange No 1

TAPS, VALVES, ETC.

Brass

35 15mm "Cobra" brass wall mounted tap with threaded spout(Code: 108-15) No 4

36 15mm "Cobra" brass stand pipe mounted tap with threadedspout (Code: 108-15) (stand pipe elsewhere measured) No 1

37 25mm Tap shut-off according to SABS 226 No 1

38 32mm Tap shut-off according to SABS 226 No 3

39 80mm Approved rectangular wheel fire hydrant with 65mm firehose coupling No 1

40 100mm Cast Iron wheel valve to SABS 664 Class 16 No 3

41 160mm Cast Iron wheel valve to SABS 664 Class 16 No 1

42 160mm 'Helix 3000V' or other approved combination watermeter including all necessary adaptors, etc. No 1


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QS17-010

SUNDRIES

43 Extra over excavations in earth for pipe trenches, etc. forexcavations in soft rock m3 28

44 Extra over excavations in earth for pipe trenches, etc. forexcavations in hard rock m3 14

45 Y-profile standard for standpipe 1200mm long painted one coatetching primer and two coats aluminium paint with one end castinto and including 100 x 100mm x 550mm deep 15 Mpaconcrete including formwork, clamps, etc. as necessary No 1

46 Excavate in earth not exceeding 1m deep for and build circulartype precast concrete valve and meter chamber formed of 1,0mdiameter (internal) precast concrete rings with and includingprecast concrete cover slab 125mm thick and precast concretespacer slab with opening for and pavement type manhole coverand frame as type 4 set in cement mortar and sealed in tallowand with fine mass concrete filling in bottom floated smoothwith falls and finished on all exposed surfaces with 25mm thickgranolithic with angles rounded including all necessary stepirons, etc. No 4

47 15MPa/19mm mass concrete in thrust blocks around fittingsincluding necessary additional excavations, formwork, etc. m3 2

TESTING

48 Testing water pipe system Item

FIRE APPLIANCES, ETC.

Medium class galvanised mild steel screwed an d socketedwater pipes

49 32mm x 1900mm Long galvinised stand pipe fixed to wall withtwo U bolt clamps fixed to wall with a 100 x 10mm rawl bolt,pipe painted one coat etching primer and two coats aluminiumpaint No 2

50 100mm diameter horizontal above ground m 1

51 100mm diameter vertical pipe fixed to concrete wall (wallelsewhere measured) m 9

52 50mm diameter vertical pipe fixed to wall (wall elsewheremeasured) m 35


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QS17-010

Extra over piping for galvanised mild steel fitting s

53 32mm Bend No 2

54 50mm Bend No 5

55 50mm Tee No 5

56 100mm Bend No 1

57 100mm Tee No 2


Taps, valves, etc including joints to pipes and/or fittings

59 100mm class 10 socketed gate valve with non-rising spindle asSABS 664 including flanged connections to 100mm galvanisedpipes No 1

60 80 x 65mm Brass right angle hydrant valve with cap and chain No 3

Fire hydrant pedestals

61 Unreinforced concrete hydrant pedestal 1000mm high castaround vertical pipe with bottom 80mm below ground, 300 x300mm square at base and tapering to octagonal shaped top200 x 200mm overall cast on and including a 600 x 600 x400mm unreinforced concrete base including necessaryexcavation, formwork and two coats of paint to exposedsurfaces No 1

Sundries

62 Allow the provisional amount of R250,000.00 (Two Hundredand Fifty Thousand Rand) for booster pump system. Thissystem will be by a specialist installer. This will include therequired pumps, weather proof control panels, control cabling,sensors wiring, GMS conduit and alarms all suited to outdoorinstallation, fully weatherproof and power requirements for allequipment Item 250 000 00




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QS17-010

TANKS ETC.

"Rain Queen Tanks"

65 0.8mm Galvanised corrugated iron 8250L rainwater tank with aflat roof that is securely attached to the tank walls. The baseand roof are made from flat sheeting of the same thickness andthe sections are joined using aluminium rivets.The underside ofthe base (outside of tank) is coated in a rubberised bitumencoating that prevents corrosion. The top has a 400mm manholewith lid. Tank to be complete with 40mm threaded outlet,overflow, two eye bolts (to fasten the tank to its stand ) and tap No 2


- 2 1 8 -

QS17-010

Section No. 4

Bill No. 8

Water Supply (Provisional)

COLLECTION

Page AmountNo


-213-

-214-

-215-

-216-

-217-

-218-

Carried Forward to Summary of Section No. 4 R Section No. 4Bill No. 8Water Supply (Provisional)HOMEVALE FIRE STATIONKIMBERLEY

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QS17-010

SECTION SUMMARY - EXTERNAL WORKS

Bill Page AmountNo No

1 -168-General Sitework (Provisional)

2 -176-Parking and Paving (Provisional)

3 -184-Security Fence (Provisional)

4 -191-Staff Carports (Provisional)

5 -199-Drill tower (Provisional)

6 -205-Drafting Pit (Provisional)

7 -211-Soil Drainage (Provisional)

8 -219-Water Supply (Provisional)

Carried to Summary of Bills of Quantities Pa ge 53 R Section No. 4HOMEVALE FIRE STATIONKIMBERLEY

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