ITEM NO DESCRIPTION UNIT QUANTITY RATE …€¦ · BILL NO. 1 PRELIMINARIES ... shall be deemed to...

PROJECT NAME: ALTERATION + ADDITIONS ERF 19927, PAROW FOR PPECB

CLIENT: PERISHABLE PRODUCT EXPORT CONTROL BOARD

JOB NUMBER: PM-PEB-ROF-CAP

DATE: 25 OCTOBER 2017

ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT

SECTION NO.1

BILL NO. 1

PRELIMINARIES

BUILDING AGREEMENT AND PRELIMINARIES

The JBCC Series 2000 Principal Building Agreement (July 2007 Edition 5) prepared by the Joint Building Contracts Committee,

shall be the agreement, amended as hereinafter described.

The Preliminaries for use with the JBCC Series 2000 Principal Building Agreement (May 2005 Edition) prepared by the Joint

Building Contracts Committee, shall be deemed to be incorporated in these Bills of Quantities.

Tenderers are referred to the above-mentioned documents for the full intent and meaning of each clause thereof.

These clauses are hereinafter referred to by clause number and heading only. Where standard clauses or alternatives are not

entirely applicable to this contract such modifications, corrections or supplements as will apply are given under each relevant

clause heading and such modifications, corrections or supplements shall take precedence notwithstanding anything contrary

contained in the above-mentioned documents.

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

PREAMBLES FOR TRADES

The Model Preambles for Trades (2008 Edition) as published by the Association of South African Quantity Surveyors shall be

deemed to be incorporated in these Bills of Quantities and no claim arising from brevity of description of items fully described in

the said Model Preambles for Trades will be entertained.

Supplementary preambles to the Model Preambles covering clauses of a general nature, clauses pertaining to specific

materials and amendments to clauses in the Model Preambles are incorporated in these Bills of Quantities to satisfy the

requirements of this project.

The Tenderers prices for all items throughout these Bills of Quantities must take account of and include for all of the

obligations, requirements and specifications as given in the Model Preambles and in any supplementary preambles attached

herewith.

PRICING OF CLAUSES

Tenderers shall allow opposite each clause for any cost involved with complying with such clause. Any clauses left unpriced

shall be deemed to be covered by rates and prices elsewhere incorporated throughout these Bills of Quantities.

PAYMENT CATEGORIES

If Alternative A as set out in Clause B10.3 hereinafter is to be used for the adjustment of the Preliminaries, each item priced is

to be allocated to one or more of the three categories "F", "T" or "V" as the case may be below such item, where "F" denotes a

fixed amount (amount not to be varied), "T" denotes an amount variable in proportion to time and "V" denotes an amount

variable in proportion to value.

SECTION A - PRINCIPAL BUILDING AGREEMENT

DEFINITIONS

1 Clause 1.0 - Definitions and interpretation Item 1 -

OBJECTIVE AND PREPARATION

2 Clause 2.0 - Offer, acceptance and performance obligations Item 1 -

3 Clause 3.0 - Documents Item 1 -

Clause 3.1 shall be deleted. Clause 3.5 is hereby amended by the following: The word "not" in the third line shall be

deemed to be deleted - Sentence should read: "Formal signatories are required to render this agreement binding."

Item 1 -

4 Clause 4.0 - Design responsibility

The following is added to Clause 4.3 ...thereof [29.0]: The Contractor shall submit shop drawings to the Principal Agent

for approval within ten (10) working days of the information being requested. The Contractor shall commence with

manufacture only after written approval and acceptance has been issued by the Principal Agent.

5 Clause 5.0 - Employer's agents Item 1 -

6 Clause 6.0 - Contractor's site representative Item 1 -

7 Clause 7.0 - Compliance with laws and regulations Item 1 -

Total Carried Forward -

Section No. 1

Preliminary and General 1





Total Brought Forward -

The following new clause is hereby added: Clause 7.3 Without limiting the generality of the provision of Clause 7.0 of

the Agreement, the Contractors attention is drawn to the provisions of the Construction Regulations, 2003 issued in

terms of the Occupational Health and Safety Act, 1993 in which it is specifically stated that the Employer shall prepare

a documented health and safety specification for the works and that the Employer shall ensure that the contractor has

made provision for the cost of health and safety measures during the execution of the works. The Principal Agent

shall, on behalf of the Employer, issue such health and safety specification and the Contractor shall price opposite

this item for compliance with the Act and the Regulations and the provisions of the afore mentioned health and safety

specification, provided such provisions are reasonable in terms of the Act and the Regulations.

8 Clause 8.0 - Works risk Item 1 -

Clause 8.5 is hereby amended by the following: Addition of the wording "only if such making good of physical loss

and repairs have been approved in writing by the Employer." at the end of the sentence - Sentence should read: "The

Contractor shall not be liable for the cost of making good physical loss and repairing damage to the works where this

results from any of the following circumstances only if such making good of physical loss and repairs have been

approved in writing by the Employer:"

9 Clause 9.0 - Indemnities Item 1 -

Clause 9.2.2 shall be deleted.

10 Clause 10.0 - General insurances Item 1 -

Clause 10.1 is hereby amended by the following: The wording "joint names of the parties" shall be deemed to be

deleted and replaced with "name of the Contractor" - Sentence should read: "The following general insurances are

required to be effected in the name of the Contractor in terms of this agreement:" NOTE: The Public Investment

Corporation has insurance cover for its entire portfolio and does not take out insurance on project basis.

11 Clause 11.0 - Special insurances Item 1 -

12 Clause 12.0 - Effecting insurances Item 1 -

Clause 12.2 shall be deleted and replaced by the following: The Contractor responsible for effecting the insurances

shall make available to the Employer, before commencement of the construction period, documentary evidence that

insurances have been effected. A copy of the insurance policies shall be provided to the other party within thirty (30)

calender days of commencement of the construction period. Approval by the other party shall be deemed unless a

reasonable objection is lodged within fourteen (14) calender days of receipt of such policies. Where required, the

Contractor shall provide evidence of renewal to the other party before the expiry of the current period of insurance.

Clause 12.3 is hereby amended by the following: The first and last sentence of the clause shall be deleted - Clause

should read: "Where the Employer effects such insurances, consequent on the Contractor's default, the Employer may

recover expense and loss resulting therefrom [33.0]." Clause 12.5 shall be deleted.

13 Clause 13.0 - Assignment Item 1 -

Clause 14.0 - Security Clause 14.8 shall be deleted. Clause 14.0 is hereby further amended by the addition of the

following clauses: Clause 14.9 The construction guarantee recommended by the Joint Building Contracts Committee,

March 2014 edition, is the construction guarantee to be used. The construction guarantee shall be obtained from an

approved financial institution, whom shall be provided with a copy of the Preliminaries to these Bills of Quantities to

enable them to acquaint themselves with any and all amendments to the standard documentation. The construction

guarantee shall be accompanied by signing power of authority issued on the Guarantor's letterhead. In addition, the

construction guarantee document shall be stamped with the Guarantor's official stamp. Clause 14.10 In the event that

the value of the works inclusive of tax but excluding adjustments in terms of CPAP) were to increase during the

course of the contract by an amount of fifteen percent (15%) or more of the contract sum, the Contractor shall, upon

written request from the Principal Agent, immediately arrange to have the construction guarantee (guaranteed sum)

increased accordingly, the verified cost of which shall be added to the contract sum [17.0].

EXECUTION

14 Clause 15.0 - Preparation for and execution of the works Item 1 -

Clause 15.6.1 is hereby amended by the addition of the following thereto: The order in which the works are to be

carried out and the programme of construction shall be subject to the approval of the Principal Agent, which approval

shall not be unreasonably withheld.


Section No. 1







The Contractor shall deliver to the Principal Agent, a realistic programme showing the order of procedure, the duration

of activities making up the programme and method which he proposes to use in carrying out the works in order to

meet the practical and works Completion dates. When required by the Principal Agent, the Contractor shall, within a

reasonable time, also deliver to the Principal Agent documents in support of the programme and particulars in writing

of the Contractors resources planning, including: - the Contractors arrangements for and method of carrying out the

works, and - the construction equipment and other resources which the Contractor intends to supply and use for the

purpose of the contract, and - rates of progress for the various parts of the works taking account of design,

procurement, construction, testing, time risk and float, and - a revised detailed cash flow forecast The programme and

the cash flow forecast shall be subject to review and approved with a contract instruction and, if so instructed by the

Principal Agent, shall be [15.7] adjusted by the Contractor on a regular fortnightly basis, or at such intervals as

circumstances may require, or when a specific probable future event or circumstance may increase the contract price

or delay the execution of the works. The submission to and approval by the Principal Agent of such programme or its

adjustment, or the delivery of any relevant particulars, shall not relieve the contractor of any of his duties or

responsibilities under the contract. Clause 15.8 is deemed to be amended by the addition of the following thereto: The

Principal Agent may if, at any time the rate of progress of the works or any part thereof has fallen behind the

programme delivered in terms of Clause 15.6.1, notify the Contractor in writing, with specific reference to the Clause,

and the Contractor shall there upon, subject to the approval of the Principal Agent which approval shall not be

unreasonably withheld, take such steps as are necessary to expidite progress so as to complete the works or the said

part thereof by the practical and works completion dates. The Principal Agent may instruct the Contractor to submit a

revised programme accommodating the agreed steps to meet the practical and works completion dates. In respect of

any action arising from the above mentioned, if the work is not being carried out during working hours, but after hours

and weekends and the Contractor request permission to work after hours and weekends then, if the Principal Agent

grants permission, the Contractor shall not be entitled to any additional payment for after hours and weekend work

and all such work shall be carried out without unreasonable noise and disturbance. In such an event the Contractor

shall pay the additional attendance cost incurred by the Principal Agent or the Employer in acceding to the

Contractor's request. The Contractor hereby indemnifies the Employer against any liability resulting from noise or

other disturbance created as a result of carrying out work after hours. No instructions by the Principal Agent to the

Contractor to accelerate his rate of progress will be the subject of the payment of any additional compensation unless

such instruction is in writing, states explicitly that the Contractor will be entitled to additional compensation, and gives

15 Clause 16.0 - Site and access Item 1 -

Clause 16.5 is hereby amended by the addition of the following thereto: The Contractor shall take full responsibility

and accordingly indemnify the Employer in respect of any failure by the Contractor to adequately inspect the site and

no claims by the Contractor shall be entertained resulting from such failure.

16 Clause 17.0 - Contract instructions Item 1 -

17 Clause 18.0 - Setting out of the works Item 1 -

The following new clauses are hereby added: Clause 18.3.1 The Contractor shall take all necessary steps to ensure the

building is built accurately according to the plans.

Clause 18.3.2 The Employer may at any time during construction appoint a Land Surveyor, at his own expense, to

measure and verify the accuracy of the setting out by the Contractor. Clause 18.5 The Contractor shall notify the

Principal Agent if any encroachments of adjoining foundations, buildings, structures, pavements, boundaries, etc

exist in order that the necessary arrangements may be made for the rectification of any such encroachments. Clause

18.6 The Contractor shall provide proof of correctness of setting out by issue of an official certificate by a registered

Land Surveyor.

18 Clause 19.0 - Temporary works and plant Item 1 -

Clause 19.0 is hereby amended by the addition of the following: Clause 19.4 The term scaffolding shall mean all

scaffolfing including special scaffolfing internally and externally required for the execution of the works, mobile

scaffolds and all external swing and/or pipe scaffolding to all facades of the works required. Scaffolding is to be

erected so that all face work and finishes will be built from front of scaffold and no overhand work will be allowed. The

Contractor shall provide, erect, maintain, dismantle, re-erect and dismantle as necessary all scaffolding required for

the execution of the work and to the external facade of the building and for dismantling and removing upon

completion.

19 Clause 20.0 - Nominated subcontractors Item 1 -

Clause 20.0 is hereby amended by the additional of the following: Clause 20.11 The Contractor shall, at any time on

being requested to do so by the Principal Agent, furnish a signed copy of the JBCC N/S Agreement of the appointed

Subcontractor to the Employer, within five (5) working days of such request.

20 Clause 21.0 - Selected subcontractors Item 1 -

Clause 21.0 is hereby amended by the addition of the following clauses: Clause 21.11 The Contractor is to satisfy

himself and give notice to the Principal Agent to such effect that tenderers to be appointed as selected subcontractors

can fulfil the provisions of Clause 21.2.1 and 21.2.2 prior to the opening of the selected subcontract tenders. Clause

21.12: The Contractor shall, at any time on being requested to do so by the Principal Agent, furnish a signed copy of

the JBCC N/S Subcontract Agreement of the appointed subcontractor to the Employer, within five (5) working days of

such a request.

21 Clause 22.0 - Employer's direct contractors Item 1 -

The following new clause is hereby added: Clause 22.6 No financial allowance will be made to the Contractor (Except

as specifically allowed for in these Bills of Quantities) on account of the presence of any direct contractors other than

reasonable costs actually incurred and approved by the Principal Agent. The Contractor must take full responsibility

for security of equipment of direct contractors from the date delivered to the site until the date of works completion.

22 Clause 23.0 - Contractors domestic subcontractors Item 1 -


Section No. 1







Clause 23.0 is hereby amended by the addition of the following clause: Clause 23.3 The Contractor shall, at any time

on being requested to do so by the Principal Agent, furnish a signed copy of the Domestic Subcontract Agreement of

the appointed subcontractor to the Employer, within five (5) working days of such request.

COMPLETION

23 Clause 24.0 - Practical completion Item 1 -

Clause 24.0 is hereby amended by the addition of the following: Practical completion will only be certified should the

outstanding snags be of a minor nature and not more than Forty (40) in number. No general snags or items will be

permitted.

24 Clause 25.0 - Works completion Item 1 -

Clause 25.4 shall be deleted and replaced by the following: Works completion to occur within twenty (20) working days

of practical completion. Should this not occur, the penalty will apply mutatis mutandis as for practical completion and

the Contractor shall not be entitled to compensatory interest [31.10] on the value of outstanding work so listed.

25 Clause 26.0 - Final completion Item 1 -

The following new clause is hereby added: Clause 26.8 The Contractor shall attend to defects during the defects

liability period on a progressive basis, to the satisfaction of the Principal Agent, and will not be permitted to wait until

the end of the defects liability period or until the amount of defects accumulates in order to attend to a comprehensive

list of defects.

26 Clause 27.0 - Latent defects liability period Item 1 -


27 Clause 28.0 - Sectional completion Item 1 -

28 Clause 29.0 - Revision of date for practical completion Item 1 -

Clause 29.1.1 shall be deleted and substituted by the following clause: Clause 29.1.1 Exceptional inclement weather,

which shall only relate to weather with a degree of inclemency which is materially greater than or is materially beyond

the average inclemency experienced in the past five years and/or recorded, at or for the area in which the site is

situated, for the period(s) in question. Any revision of the date of practical completion for inclement weather as

described in clause 29.1.1 above, will be allowed. The Contractor is therefor to make an allowance for normal vagaries

of the weather.

Clause 29.2.1 shall be deleted. The contract value shall not be adjusted if possession of the site is given within thirty

(30) days from the date stated in the schedule. Clause 29.2.10 shall be deleted.

Clause 29.4.3 is hereby amended by changing the following: Change from twenty (20) working days to ten (10) working

days.

Clause 29.5 is hereby amended by changing the following: The wording "forty (40) working days" shall be deleted and

replaced by "twenty (20) working days."

29

Clause 29.0 is further amended by the addition of the following clauses: Clause 29.9 A revision of the date for practical

completion in terms of this clause will only be considered when work on the critical path of the programme for the works is

affected. Clause 29.10 The actual number of working days lost due to exceptional inclement weather during the construction

period shall be determined monthly by the Principal Agent. Clause 29.11 The removal and placement of materials and/or

workmanship that do not conform to specification or drawings shall not constitute grounds for revision of the date for practical

completion not for any adjustment to the contract value.

Item 1 -

30 Clause 30.0 - Penalty for late or noncompletion Item 1 -

Clause 30 shall be deemed to be revised to include for mutatis mutandis penalty application should the outstanding

works and defects as listed on the works completion list not be completed or rectified within twenty (20) working days

of the date of the certificate of practical completion.

PAYMENT

31 Clause 31.0 - Interim payment Item 1 -

Clause 31.9 shall be deleted and substituted by the following: Clause 31.9.1 The Employer shall pay the amount

certified in an interim payment Certificate by the last calender day of the month, provided that the Employer receives

the interim payment certificate from the Consultant on or before the 5th calender day of the month for which the

services are being rendered, failing which the invoices will be paid by the last calender of the following month.


Section No. 1







Clause 31.9.2 Should the 5th calender day of the month fall on a weekend or public holiday, documentation should be

provided by the first working day subsequent to the 5th calender day. Clause 31.9.3 Furthermore, the Contractor will

ensure that a statement accompanies all interim payment certificates requested for payment. Where the nature of the

invoice pertains to a sale of goods, the Consultant will ensure that a delivery note is attached to the invoice. Clause

31.9.4 No payment will be effected if Client is not in possession of a valid Tax Clearance Certificate issued by the

South African Revenue Services.

Clause 31.10 shall be deemed to be deleted.


32 Clause 32.0 - Adjustment to the contract value Item 1 -

Where prices are submitted by the Contractor or nominated / selected subcontractors during the progress of the

works in respect of contract instructions, or in regard to a claim under the terms of the contract and notwithstanding

the fact that such prices may be used in an Interim payment certificate, there is to be no presumption of acceptance.

Should the Principal Agent wish to accept any such prices prior to the issue of the final certificate, it will be in writing.

Clause 32.4 shall be deleted. Clause 32.6 is hereby amended by the following: The wording "forty (40) working days"

shall be deleted and replaced by "twenty (20) working days."

33 Clause 33.0 - Recovery of expense and loss Item 1 -

34 Clause 34.0 - Final account and final payment Item 1 -

35

Clause 34.10 shall be deleted and replaced by the following: Clause 34.10.1 The Employer shall pay the amount certified in the

final payment certificate by the last calender day of the month, provided that the employer receives the final payment certificate

from the Consultant on or before the 5th calender day of the month for which the services are being rendered, failing which the

invoices will be paid by the last calender day of the following month. Clause 34.10.2 Should the 5th calender day of the month

fall on a weekend or public holiday, documentation should be provided by the first working day subsequent to the 5th calender

day. Clause 34.10.3 Furthermore, the Contractor will ensure that a statement accompanies all final payment certificates

requested for payment. Where the nature of the invoice pertains to a sale of goods, the consultant will ensure that a delivery

note is attached to the invoice. Clause 34.10.4 No payment will be effected if Client is not in possession of a valid Tax

Clearance Certificate issued by the South African Revenue Services.

Item 1 -

Clause 34.0 shall be further amended by the addition of the following clause: Clause 34.15 The Employer shall not pay

any interest on amounts payable to the Contractor for one hundred and twenty (120) working days after the date of

issue of the certification for practical completion. The Employer shall, however, pay interest to the Contractor at the

rate stipulated in Clause 34.11 on any amounts payable to the Contractor more than one hundred and twenty (120)

working days after the date of issue of the certificate for practical completion, but only for such period as the

settlement of the final account is delayed by the non-performance of the Principal Agent or the Employer or his

Agents.

36

In evaluating non-performance for the purpose of this clause, a resonable time shall be allowed by the Principal Agent to the

Employer or his Agents to respond to any matter brought to his/their attention and which may affect the settlement of the final

account.

Item 1 -

37 Clause 35.0 - Payment to other parties Item 1 -

TERMINATION

38 Clause 36.0 - Termination by employer - contractor's default Item 1 -

Clause 36.0 shall be amended by the addition of the following clause: Clause 36.1.3 Fails to proceed with due diligence

with proper execution of the works to such an extent that the Principal Agent assesses that the progress of the works

has fallen behind in excess of 20 working days as measured against the programme of the works [15.6.1] taken

revision of the date of practical completion [29.0] into consideration.

39 Clause 37.0 - Termination by employer - loss and damage Item 1 -

Clause 37.3.8 is hereby amended by the following: The clause reference numbering "[27.2.2]" shall be deleted and

replaced with "[27.2.1]."

40 Clause 38.0 - Termination by contractor - employer's default Item 1 -

Clause 38.1.1 shall be deleted. Clause 38.1.4 shall be deleted. Clause 38.2 is hereby amended by the following: The

wording "ten (10) working days" shall be deleted and replaced with "Fourteen (14) working days."

41 Clause 39.0 - Termination - cessation of the works Item 1 -

DISPUTE

42 Clause 40.0 - Settlement of disputes Item 1 -


Section No. 1







CONTRACT AGREEMENT

43 Clause 41.0 - Post tender provisions Item 1 -

44 Clause 42.0 - Contractual agreement Item 1 -

SECTION B - PRINCIPAL BUILDING AGREEMENT Contract Data EC

Information necessary for the completion of those clauses contained in the schedule which are necessary for tender

purposes is given hereunder

Clause 1.0 - CONTRACTING AND OTHER PARTIES

1.1 Employer: Perishable Products Export Control Board (PPECB) Tel: (021) 930 1134 E-mail: [email protected]

Physical address: 45 Silverboom Avenue Plattekloof 7500

1.2 Principal Agent: Infracon Consulting Tel. No.: (012) 450 3700 E-mail: [email protected] Physical

address: 81 Regency Terrace Drive Route 21 Corporate Park Centurion 0178

1.3 Agent (1): Leroy Wasserval Architects: Architect Postal Address: 54 Central Drive, Camps Bay, Cape Town Tel.

No.: (021) 419 0638 Email: Leroy Wasserfall <[email protected]>

1.4 Agent (2): Infracon Consulting Agent's Service: Quantity Surveyor Tel. No.: (012) 450 3700 E-mail:

[email protected] Physical address: 81 Regency Terrace Drive Route 21 Corporate Park Centurion 0178

1.5 Agent (3): Tshiki Consulting Engineers Agent's Service: Structural / Civil Engineer Tel.No.: (043) 721 1060 E-mail:

[email protected] Physical address: 4A Kent Road, Vincent, East London 5247

1.10 Interest of Principal Agent or other Agents in the project - No

2.0 - CONTRACT AND SITE INFORMATION

2.1 The law applicable to this agreement shall be of - Republic of South Africa

2.2 Works identification - The renovation of the PPECB offices and the construction of 24 parking bays. The project

has been defined to three (3) subsections as following: 1. Alterations in the Main Entrance 2. The Conversion of

Garages and Storeroom 3. The Construction of 24 New Parking Bays

2.3 Site description - Erf 19927 in Parow.

2.4 Possession of the site is intended to be given on - 15 Jan 2018

2.5 Period for the commencement of the works after the Contractor takes possession of the site - 5 working days

2.6 Completion in sections of the works is required - Yes

2.7 Waiver of the Contractor's lien or right of continuing possession is required - Yes

2.8 Defined retrictions to the site area - Yes

2.9 Geotechnical investigation of the site has been undertaken - Yes

2.10 Existing premises will be occupied - Yes

2.11 Provision of temporary services is required - Yes

2.11.1 Water - Option A

2.11.2 Electricity - Option A

2.12 Protection of existing trees and shrubs is required - No

3.0 - INSURANCES AND SECURITIES

3.1 Contract works insurance to be effected by - the Contractor For the sum of: Contract sum plus 20% With a

deductible of: As per policy

3.2 Supplementary / special insurances to be effected by - Client For the sum of: Contract sum plus 20% With a

deductible of: As per policy

3.3 Public liability Insurance to be effected by - Client For the sum of:

R 50,000,000 With a deductible of: As per policy

3.4 Support Insurance to be effected by the Client

3.5 Special Insurance to be effected by the Client

4.0 - PRACTICAL COMPLETION DATES AND PENALTIES

4.1 Intended dates of practical completion is the 31 May 2018 as described in the clause 4.2 below; and the penalty per

calendar day to be R 20,000.


Section No. 1







5.0 - DOCUMENTS AND GENERAL

5.1 Construction document copies to be supplied to the Contractor free of charge - 3 (Number of)

5.2 The priced document may be used as a specification of materials and goods - No

5.3 The Contractor shall provide a schedule of rates - Not applicable

5.4 Changes made to the JBCC standard documents - Yes

5.5 Number of working days for submission of priced documents - 5 days

5.6 Work to be undertaken by direct contractors - No

5.7 On achievement of practical completion the Contractor is to hand over manuals, etc related to the works as listed

below: - Local Authority - Electrical Installation - Back-up Power Generator - Structural Engineering - Civil Engineering -

Heating, Ventilation & Air Conditioning Installation - Manufacturers Material & Installation Guarantees - Contract

Schedule - Plumbing & Drainage Installation - Landscaping & IrrIgation - Architects - Landsurveyor - Technology

Installation - Electric Fences & Gates NOTE: The above mentioned is indicative and will be finalised at a later stage.

5.8 Interim payment certificate to be issued by - 15th day of the month

6.0 - CHANGES MADE TO THE STANDARD JBCC DOCUMENT The following changes were made to the provisions of

the JBCC standard documentation in the Preliminaries: 1. Section A - Principal Building Agreement - Clause 3.1 -

Deleted. 2. Section A - Principal Building Agreement - Clause 3.5 - Deleted the word "not" in 3rd line. 3. Section A -

Principal Building Agreement - Clause 8.5: Wording "only if such making good of physical loss and repairs have been

approved in writing by the Employer" added to end of sentence 4. Section A - Principal Building Agreement - Clause

9.2.2: Deleted. 5. Section A - Principal Building Agreement - Clause 10.1: Wording "joint names of the parties" deleted

and replaced by "name of the Contractor". 6. Section A - Principal Building Agreement - Clause 12.2: Deleted and

replaced by an entire new clause. 7. Section A - Principal Building Agreement - Clause 12.3: Deleted first and last

sentence of clause. 8. Section A - Principal Building Agreement - Clause 12.5: Deleted. 9. Section A - Principal Building

Agreement - Clause 14.8: Deleted. 10. Section A - Principal Building Agreement - Clause 24.0: Practical completion will

only be certified should the outstanding snags be of a minor nature and not more than forty (40) in number. 11. Section

A - Principal Building Agreement - Clause 25.0: Works completion to occur within 20 working days of practical

completion. Should this not occur, the penalty will apply mutatis mutandis as for practical completion. 12. Section A -

Principal Building Agreement - Clause 27.2.2: Deleted. 13. Section A - Principal Building Agreement -Clause 29.1.1:

Inclement weather is deemed to be deleted and substituted by "Exceptional inclement weather" as described and

explained under clause 29.1.1. 14. Section A - Principal Building Agreement - Clause 29.2.1: Deleted. 15. Section A -

Principal Building Agreement - Clause 29.2.10 - "Execution of additional work for which quantity included in the Bills of

Quantities is not sufficiently accurate" is deleted. 16. Section A - Principal Building Agreement - Clause 29.4.3:

Amended (20) working days to (10) working days. 17. Section A - Principal Building Agreement - Clause 29.5: Amended

forty (40) working days to twenty (20) working days. 18. Section A - Principal Building Agreement - Clause 30.0:

Revised to include for mutatis mutandis penalty application. 19. Section A - Principal Building Agreement - Clause

31.6.5: Materials and goods stored off site shall not be included in the amount authorised for payment in terms of

Clause 31.4. 20. Section A - Principal Building Agreement - Clause 31.9: Deleted and replaced by sub clauses 31.9.1 to

31.9.4 to describe Interim payment certificate and payment procedures. 21. Section A - Principal Building Agreement -

Clause 31.16.1: Deleted. 22. Section A - Principal Building Agreement -Clause 32.4: Deleted. 23. Section A - Principal

Building Agreement - Clause 32.6: Amended "forty (40) working days" to "twenty (20) working days". 24. Section A -

Principal Building Agreement -Clause 34.10: Deleted and replaced by sub clauses 34.10.1 to 34.10.4 to describe final

payment certificate and payment procedures. 25. Section A - Principal Building Agreement -Clause 37.3.8: Amended

clause referencing from "[27.2.2]" to "[27.2.1]". 26. Section A - Principal Building Agreement -Clause 38.1.1: Deleted.

SECTION C - PRELIMINARIES

1.0 Definitions and Interpretation

45 Clause 1.0 - Definitions and interpretation Item 1 -

2.0 Documents

46 Clause 2.1 - Checking of documents Item 1 -

The items in these Bills of Quantities are to be read in conjunction with and the descriptions regarded as amplified by

the Model Preambles for Trades as recommended and published by the Association of South African Quantity

Surveyors, 2008 Edition; and no claim arising from brevity of description of items fully described in the said Model

Preamles for Trades will be entertained.

47 Clause 2.2 - Provisional bills of quantities Item 1 -

This Bills of Quantities shall NOT be used for ordering purposes.

48 Clause 2.3 - Availability of construction documentation Item 1 -

49 Clause 2.4 - Interest of agents Item 1 -

50 Clause 2.5 - Priced documents Item 1 -

51 Clause 2.6 - Tender submission Item 1 -

3.0 The Site

52 Clause 3.1 - Defined works area Item 1 -


Section No. 1







The area of the works to be occupied by the Contractor, any restriction on the area and the limit of access or exit will

be pointed out to the contractor by the Principal Agent on handing over of the site.

53 Clause 3.2 - Geotechnical investigation Item 1 -

54 Clause 3.3 - Inspection of the site Item 1 -

No claims for extras arising from the Contractor having failed to comply with this clause will be entertained.

55 Clause 3.4 - Existing premises occupied Item 1 -

56 Clause 3.5 - Previous work - dimensional accuracy Item 1 -

57 Clause 3.6 - Previous work - defects Item 1 -

58 Clause 3.7 - Services - known Item 1 -

59 Clause 3.8 - Services - unknown Item 1 -

60 Clause 3.9 - Protection of trees Item 1 -

61 Clause 3.10 - Articles of value Item 1 -

62 Clause 3.11 - Inspection of adjoining properties Item 1 -

4.0 Management of Contract

63 Clause 4.1 - Management of the works Item 1 -

Clause 4.1 is hereby amended by the addition of the following: Materials described to be in compliance with a SANS or

B.S. Specifications shall bear the SANS or B.S. Certification mark. Should such mark bearing materials not be

available, the Principal Agent may, at his discretion, allow the other brands of materials to be used provided that they

comply with the latest SANS or B.S. Specifications and should the Principal Agent require proof of such compliance,

the Contractor shall produce such proof at his own expense. The Contractor shall, to the satisfaction of the Principal

Agent, provide the services of an experienced and competent Construction Manager and Site Agent supported by a

management team who shall, inter-alia be responsible for all activities of the Contractor and all Subcontractors and in

particular: a) Programming; b) Scheduling; c) Reporting; d) Production of shop drawings and samples; e) Procurement

and expediting; f) Monitoring and reporting on building activities taking place on site; g) Liaison and co-ordinating of

construction; h) Commissioning, handover and following up on remedial work required by the Principal Agent; i)

Public interference planning and ensuring that no unnecessary or unforseen disruption occurs. The names and C.V.'s

of the Contractor's site management team shall be submitted to the Principal Agent at time of tender. No changes shall

be made nor shall any member of the said team be removed from site / the project without the Principal Agent's written

approval. Quality Control Plan to be submitted with tender. Should the Contractor's Quality Control Plan be

inadequate, the Principal Agent reserves the right to make changes to the Contractor's Quality Control Plan to or

alternatively implement Lazercor Developments' Quality Control Plan. Refer to Annexyre "M" for a copy of Lazercor

Development's Quality Control Plan.

64 Clause 4.2 - Programme for the works Item 1 -

Clause 4.2 is hereby amended by the addition of the following: Programme float belongs to the project, not to the

Contractor nor the Employer. Programme to be submitted as a bar chart using a precedence network programme in

Mircosoft Office Projects.

65 Clause 4.3 - Progress meetings Item 1 -

66 Clause 4.4 - Technical meetings Item 1 -

67 Clause 4.5 - Labour and plant records Item 1 -

5.0 Samples, Shop Drawings and Manufacturer's Instructions

68 Clause 5.1 - Samples of materials Item 1 -

Clause 5.1 is hereby emended by the addition of the following: The Principal Agent may reject any materials or colours

not corresponding with the approved samples. The approved samples shall be kept on site until completion of the

works.

Should any materials or items specified prove to be either unavailable, in poor supply or likely to cause a delay to the

works, the Contractor shall notify the Principal Agent in sufficient time for suitable alternatives to be considered. Any

claims for delays resulting from the Contractor not conforming with the terms of this clause will not be entertained.

67 Clause 5.2 - Workmanship samples Item 1 -

68 Clause 5.3 - Shop drawings Item 1 -

69 Clause 5.4 - Compliance with manufacturers' instructions Item 1 -

6.0 Temporary Works and Plant

70 Clause 6.1 - Deposits and fees Item 1 -


Section No. 1







71 Clause 6.2 - Enclosure of the works Item 1 -

72 Clause 6.3 - Advertising Item 1 -

73 Clause 6.4 - Plant, equipment , sheds and offices Item 1 -

Office accommodation for meetings held on site shall be sufficient to seat atleast 20 individuals at a time that has been

pre-booked and the office space should be mechanically regulated to a comfortable temperature of not more than 26

degrees celsius during the summer months.

74 Clause 6.5 - Main notice board Item 1 -

7.0 Temporary Services

75 Clause 7.1 - Location Item 1 -

76 Clause 7.2 - Water Item 1 -

77 Clause 7.3 - Electricity Item 1 -

78 Clause 7.4 - Telecommunication facilities Item 1 -

79 Clause 7.5 - Ablution facilities Item 1 -

8.0 Prime Cost Amounts

80 Clause 8.1 - Responsibility for prime cost amounts Item 1 -

9.0 Attendance on Nominated/Selected Subcontractors

81 Clause 9.1 - General attendance Item 1 -

82 Clause 9.2 - Special attendance Item 1 -

The Contractor shall make available hoisting facilities and hoist into position free of charge all subcontractor's

materials or manufactured articles for the works for the duration of the contract whilst such hoisting facilities are in

position for the works, and provided that such materials fall within the hoisting capacities of the hoisting facilities.

83 Clause 9.3 - Commissioning - fuel, water and electricity Item 1 -

10.0 Financial Aspects

84 Clause 10.1 - Statutory taxes, duties and levies Item 1 -

Provision is made in the summary of these Bills of Quantities for the inclusion of Value Added Tax (VAT).

85 Clause 10.2 - Payment of preliminaries Item 1 -

86 Clause 10.3 - Adjustment of preliminaries Item 1 -

87 Clause 10.4 - Payment certificate cash flow Item 1 -

11.0 General

88 Clause 11.1 - Protection of the works Item 1 -

89 Clause 11.2 - Protection/isolation of existing/sectionally occupied works Item 1 -

90 Clause 11.3 - Security of the works Item 1 -

91 Clause 11.4 - Notice before covering work Item 1 -

92 Clause 11.5 - Disturbance Item 1 -

93 Clause 11.6 - Environmental disturbance Item 1 -

94 Clause 11.7 - Works cleaning and clearing Item 1 -

95 Clause 11.8 - Vermin Item 1 -

96 Clause 11.9 - Overhand work Item 1 -

97 Clause 11.10 - Instruction manuals and guarantees Item 1 -

98 Clause 11.11 - As built information Item 1 -

99Clause 11.12 - Tenant installation The contractor will allow beneficial occupation to necessary tenants when required. The

dates, etc will be calculated with principal agent timeously so that no delays are caused.Item 1 -


Section No. 1







12.0 Schedule of Variables

100 Clause 12.1 - Pre-tender information Item 1 -

Information necessary for elections and completion of those clauses contained in the schedule which are necessary

for tender purposes is given hereunder. Where no information is given it shall mean that either no details or specific

requirements are available or that the clause is not relevant to this specific contract.

Clause 12.1.1 - Provisional bills of quantities [2.2]

The quantities are provisional - Yes

Clause 12.1.2 - Availability of construction documentation [2.3]

Construction documentation is complete - No

Clause 12.1.3 - Interests of agents [2.4]

Clause 12.1.4 - Defined works area [3.1]

Clause 12.1.5 - Geotechnical investigation [3.2]

Clause 12.1.6 - Existing premises occupied [3.4]

Clause 12.1.7 - Previous work - dimensional accuracy [3.5]

Clause 12.1.8 - Previous work - defects [3.6]

Clause 12.1.9 - Services - known [3.7]

Clause 12.1.10 - Protection of trees [3.9]

Clause 12.1.11 - Inspection of adjoining properties [3.11]

Clause 12.1.12 - Enclosure of the works [6.2]

Clause 12.1.13 - Offices [6.4.3]

Clause 12.1.14 - Main notice board [6.5]

Clause 12.1.15 - Subcontractor's notice board [6.6]

A notice board is required - No

Clause 12.1.16 - Water [7.2]

Alternative selected: Option A

Clause 12.1.17 - Electricity [7.3]


Clause 12.1.18 - Telecommunications [7.4]

Alternative selected: Telephone, facsimile and e-mail to be provided.

Clause 12.1.19 - Ablution facilities [7.5]


Clause 12.1.20 - Protection of existing/sectionally occupied works [11.2]

Clause 12.1.21 - Special attendance [9.2]

Clause 12.1.22 - Protection of the works [11.1]

Clause 12.1.23 - Disturbance [11.5]

Clause 12.1.24 - Environmental disturbance [11.6]

101 Clause 12.2 - Post-tender information Item 1 -

Clause 12.2.1 - Payment of preliminaries

Alternative selected: Option B

Clause 12.2.2 - Adjustment of preliminaries


Clause 12.2.3 - Additional agreed preliminaries items


Section No. 1







SECTION D - SPECIFIC PRELIMINARIES

Proprietary branded products

The Contractor shall take delivery of, handle, store, use, apply and/or fix all proprietary branded products in strict

accordance with the manufacturers' instructions after consultation with the manufacturer's authorised representative.

As-built drawings

The position of construction breaks and the extent of individual concrete 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.

Contract instructions

Contract instructions issued on site are to be recorded in triplicate in a contract instruction book which is to be

supplied and maintained on site by the Contractor.

Labour record

At the end of each week the Contractor shall provide the Principal Agent with a written record, in schedule form,

reflecting the number and descriptions of tradesmen and labourers employed by him and all subcontractors on the

works each day of that week.

Plant record

At the end of each week the contractor shall provide the Principal Agent with a written record, in schedule form,

reflecting the number, type and capacity of all plant, excluding hand tools used on the works each day of that week.

Programme record

The Contractor shall revise and confirm fortnightly the actual start date, the actual finish date and the actual duration

for each of the construction activities.

Guarantees

Where guarantees are called for, the Contractor shall obtain a written guarantee, addressed to the Employer, from the

firm supplying the materials and/or doing the work and shall deliver same to the Principal Agent on the certified

completion of the contract. The guarantee shall state that workmanship, materials and installation are guaranteed for a

specified period from the date of certified completion of the contract, and that any defects that may arise during the

specified period shall be made good at the expense of the firm supplying the materials and/or doing the work, upon

written notice from the Principal Agent to do so. This guarantee will not be enforced if the work is damaged by defects

in the construction of the building in which case the responsibility for replacement shall rest entirely with the

Contractor. The Principal Agent shall be the sole judge of the cause responsible for defects in the work and his

decision shall be final and binding in terms of clause 40.2 of the agreement.

The Employer reserves the right to omit such work without compensation to the Contractor for any loss which may be

incurred as a result of such omission. Should the Contractor be instructed to do so he shall execute this work under

the conditions pertaining to this contract on the basis that a separate amount for Preliminaries appurtenant to this

work (if applicable) is agreed to between the Contractor and the Principal Agent and on condition that instructions to

proceed with such work is given to him within a period of three (3) calendar months after date of practical completion

of the works.

Overtime

Should overtime be required to be worked for any reason whatsoever, the costs of such overtime are to be borne by

the Contractor unless the Principal Agent has specifically authorised, in writing, prior to execution thereof, that costs

for such overtime are to be borne by the Employer. Also, the Contractor is take cognisance of the local bylaws which

may restrict the Contractor from performing noisy operations outside standard business hours.

Health and safety

Occupational health and Safety Act and Construction Regulations 2003: The tenderers attention is specifically

brought to the abovementioned Construction Regulations. The Tenderer is instructed to obtain a copy of the

regulations and familiarize himself with the contents thereof prior to submitting a tender. In terms of these regulations

the Employer is required to prepare a Health and Safety Specification for the construction work. All tenderers are to

submit a OHS Plan prior to the commencement of the works and a full consolidated copy of such plan at the

completion of construction work inclusive of a record of all drawings, designs, material used and other similar

information concerning the completed structure. Audits of such safety plan will be carried out by the Employers

agents during the construction period. The Contractor must register this project with the Compensation Fund or FEM

before the commencement of the works. The Contractor must include in his OHS Plan a Provision of Risk Assessment

of the works. The Contractor must appoint a fulltime competent employee of the contractor as his construction safety

supervisor for the duration of the works. The Contractor must provide the Representatives/Agent with minutes of all

Safety Meetings as requested by the OHS Safety Act and all incident investigations. The Contractor must allow in his

tender for all costs which he deems he will incur as a result of having to conform to the requirements of Regulation

No. 1010 of the Construction Regulations of the Department of Labours Occupational Health and Safety Act (Act No 85

of 1993), as promulgated on 18 July 2003 in Government Regulation Gazette No 7721 (Vol 456 - No 25207).

- Total Carried to Final Summary

Section No. 1







SECTION NO. 2

BILL NO 1

ALTERATIONS

PREAMBLES

The tenderer is referred to the "Model Preambles for Trades 2008" as published by the ASAQS.

SUPPLEMENTARY PREAMBLES

The tenderer is to take note that all remaining material from the demolitions will remain the property of employer until advised

otherwise.

DEMOLITION AND REMOVAL OF EXISTING STRUCTURES

The following work comprises the demolition and removal of existing structures, including structural components, infills, applied

finishes and sundries, complete (making good to existing structure and finishes elsewhere measured).

NOTE: The tenderer is to take into account in pricing that the demolitions is to include for the safe removal and disposal of

these products and all associated costs and charges.

Existing Structures

1 Breaking up and removing existing steps and ramp Item 1 -

2 Removing the existing flower box and make good paving Item 1 -

3 Relocating the existing generator outside and place on a concrete slab (elsewehere measured) Item 1 -

4 Carefully taking out and removing sectional garage doors No 4 -

Breaking down and removing brickwork etc

5 Half brick wall m² 47 -

6 230mm Brick wall m² 17 -

Taking out and removing doors, windows, etc from brickwork to be demolished

7 Timber single door and frame not exceeding 2,5m2 No 4 -

Removal of Rubble

8 Allow for removal of all rubble and loose material from demolitions and relocations (provisional) m3 30 -

- Total Carried to Section Summary

Section No. 2

Bill No. 1

Alterations 12






BILL NO 2

EARTHWORKS (PROVISIONAL)

PREAMBLES


PROVISIONAL MEASUREMENT

This trade is measured provisionally and will be subject to remeasurement on completion.


Nature of ground

The tenderer is to visit the site and ascertain for himself the exact nature of the ground to be excavated.

Rates for excavation is to include for all contingent work such as forming to falls, slopes, curves, etc., trimming sides, stepping,

levelling and mechanically consolidating bottoms, wheeling and depositing in temporary spoil heaps and part returning, filling in

and carting from site and including keeping all excavations free from water by any means possible.

No allowance has been made for increase in bulk to excavated material and the tenderer is to include in his rates for any

additional cost thereby involved in respect of handling, etc.

Rates for filling and backfilling shall include for carting from temporary spoil heaps adjacent to the works for compacting (unless

otherwise stated).

Backfilling shall mean backfilling with material arising from the excavations unless otherwise described and rates are to include

for selecting excavated material to be used for backfilling.

Carting away of excavated material

Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly

from the excavations or, alternatively, from stock piles situated on the building site and disposing at the nearest municipal

dumping site

Filling

Notwithstanding the reference to prescribed multiple handling in clause 1 page 8 of the Standard System of Measuring Building

Work, prices for filling and backfilling shall include for all selection and any multiple handling of material.

REMOVAL OF TREES ETC

Taking out and removing, grubbing up roots and filling in holes

1 Removing the existing tree with roots No Rate Only

EXCAVATION OTHER THAN BULK

Excavation in earth not exceeding 2m deep

2 Trenches m³ 43 -

3 Holes m³ 4 -

Extra over trench and hole excavations in earth for excavation in

4 Soft rock m³ 6 -

5 Hard rock m³ 4 -

SUNDRIES

Extra over all excavations for carting away

6 Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m³ 17 -

Risk of collapse of excavations other than bulk

7 Sides of trench and hole excavations not exceeding 1,5m deep m² 34 -

Keeping excavations free of water

8 Keeping excavations free of water Item 1 -


Section No. 2

Bill No. 2

Earthwokrs 13






FILLING, ETC.

Earth filling obtained from the excavations and/or prescribed stock piles on site, compacted to 93% MOD AASHTO

density

9 Backfilling to trenches, holes, etc m³ 27 -

10 Under floors etc m³ 18 -

Filling with approved imported material supplied and carted onto site by the Contractor, compacted to a density of at

least 100% Mod. AASHTO maximum density.

11 Under floors etc m³ 67 -

COMPACTION OF SURFACES

Compaction of surfaces

12Compaction of ground under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding

suitable material where neccessary and compacting to 93% MOD AASHTO density.m² 67 -

TESTS

Prescribed density tests on filling

13 Modified AASHTO Density test No 2 -


Section No. 2

Bill No. 2

Earthwokrs 14






BILL NO 3

CONCRETE, FORMWORK AND REINFORCEMENT

PREAMBLES



Costs of tests

The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall

include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to

the Engineer. The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the

approval of the Engineer. (Test cubes are measured separately)

Formwork

Descriptions of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"),

for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy

release during stripping and for reconditioning as necessary before re-use.

The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without

damage and shall remain in position until the newly constructed work is able to support itself.

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

15MPa/25mm concrete

1 Filling to cavity of hollow wall m³ 1 -

30MPa/25mm concrete

2 Strip footings m³ 11 -

3 Surface beds on waterproofing m³ 14 -

4 Slabs m³ 5 -

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a power float

5 Surface beds, slabs, etc m² 152 -

TEST CUBES

6 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes (Provisional) Sets 3 -

SMOOTH FORMWORK (DEGREE OF ACCURACY II)

Smooth formwork to sides

7 Slabs m² 0 -

8 Edges, risers, ends and reveals not exceeding 300mm high or wide (Provisional) m 17 -


Section No. 2

Bill No. 3

Concrete, Formwork and Reinforcement 15






BILL NO 4

MASONRY

PREAMBLES



Sizes in descriptions

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

Hollow walls etc

Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the

external skin open as a weep hole

All cavities to be kept totally clean and free of all impurities.

FOUNDATIONS

Brickwork of NFX bricks (14 MPa nominal compressive strength) in class 1 mortar

1 280mm Cavity wall of two half brick skins including wire ties m² 16 -

SUPERSTRUCTURE

Brickwork of NFP bricks (14MPa nominal compressive strength) in class II mortar

2 Half brick walls m² 29 -

3 One brick walls m² 10 -

4 280mm Cavity wall of two half brick skins including wire ties m² 31 -

FACE BRICKWORK

Face bricks pointed with flush horizontal and vertical joints

5 Facebrick on the entrance area in two skins m² 37 -

BRICKWORK SUNDRIES

6 150mm Wide sills set level and slightly projecting m 17 -

7 Extra over brickwork for brick-on-edge header course lintels 1 course high m 21 -

8 Splayed mortar fillet one course high in 50mm cavity m 23 -

Brickwork reinforcement

9 75mm Wide reinforcement built in horizontally m 116 -

10 150mm Wide reinforcement built in horizontally m 137 -

Pre-stressed fabricated lintels

11 90 x 75mm Lintel in lengths not exceeding 3m m 3 -

Galvanized hoop iron cramps, ties, etc

12 40 x 1.6mm wall tie strip shot pinned to concrete and with tie bent out and built into brickwork No 84 -

PAVING

Paving to match existing

13 Paving on river sand bed m² 67 -


Section No. 2

Bill No. 4

Masonry 16






BILL NO 5

WATERPROOFING

PREAMBLES



Waterproofing

All damp proof membranes are to be thouroughly protected and to have a 250mm minimum side lap, sealed with adhesive tape

according to manufacturers specifications.

DAMPPROOFING OF WALLS AND FLOORS

One layer of 375 micron "Brikgrip DPC" or similar approved embossed damp proof course well lapped at joints and

intersections bedded and joined in cement mortar

1 In walls m² 6 -

2 In walls in vertical cavities at doors and windows m² 23 -

3 In walls in horizontal cavities at doors and windows m² 57 -

One layer of 250 micron "Consol Plastics Gunplas USB Green" or similar approved waterproof sheeting sealed at laps

with "Gunplas Pressure Sensitive Tape"

4 Under surface beds, slabs and paving m² 230 -

JOINT SEALANTS, ETC

Approved silicone pointing

m 80 -

5 Between aluminuim door & window frame and wall


Section No. 2

Bill No. 5

Waterproofing 17






BILL NO 6

CARPENTRY AND JOINERY

PREAMBLES



Joinery

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

Unless otherwise specified all exposed timber to be planed and sanded smooth and to be in selected hardwood meranti

Fixing

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

Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes.

All sections of timber to be built into brickwork or concrete to be wrapped in Gunplas and the cost is deemed to be included in

the relevant item.

SKIRTINGS

Hardwood Meranti'

1 Meranti timber skirting nailed to walls m 123 -

DOORS, ETC

Purpose made soundproof stack-away sliding doors

2 Allow a provisional sum of R50 000 (Fifty Thousand Rand) for stack-away sliding door Prov Sum 1 -


Section No. 2

Bill No. 6

Carpentry and Joinery 18






BILL NO 7

CEILINGS, PARTITIONS AND ACCESS FLOORING

PREAMBLES



Descriptions

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

concrete.

Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm

centres, and where described as "bolted", the bolts have been given.

Boards must be stacked on a level surface in a dry place on a timber platform. Boards must be carried on edge.

Skimmed ceilings must be plastered the same day that the 'Rhinoboard' has been erected.

Proprietary suspended ceilings

Electrical light fittings, diffusers, panels, etc generally are "lay in" units of the same dimensions as the suspension grid

described and allowance must be made accordingly for their support inclusive of any flexibility insetting out that may be

required (ceiling panels have not been deducted and pricing is to take cognisance thereof)

"Isotherm" or similar approved fibre insulation laid loose on top of ceilings

1 75mm Insulation m² 182 -

SUSPENDED CEILINGS

Proprietary suspended ceilings

Ceiling tiles suspended ceiling with epoxy coated galvanised 24mm maln and cross tee grid system hung from

existing concrete

2 600 x 600mm suspended ceiling not exceeding 1m below concrete soffits m² 30 -

3 1200 x 600mm suspended ceiling not exceeding 1m below concrete soffits m² 152 -

Epoxy coated galvanised "shadowline" profile

4 Cornices m 134 -

PARTITIONS ETC

Lafarge partitioning systems' or similar approved 100mmm thick to have 75mm thick "Isotherm" blanket insulation

between galvanised struts.

5 Partitioning 2.8m high with bottom track plugged and top track fixed to concrete soffits m 39 -

6 Extra over partition 2.8m high for vertical abutment No 8 -

7 Extra over partition 2.8m high for corner No 2 -

8 Extra over partition 2.8m high for intersections No 2 -

Doors

Extra over 2.8m high partitions for 40mm semi-solid flush doors

9 40mm Door 820 x 2083mm high with frame and lockset No 5 -

10 40mm Door 1220 x 2083mm high with frame and lockset No 2 -

Insulation

11 75mm thick "Isotherm" blanket insulation between galvanized struts m² 78 -

12 Partition 1 600 x 1 800mm high No 2 -

13 Wall stile with stainless steel stile anchor 115 x 1 850m high No 2 -

14 Door with and including standard ironmongery 750 x 1 800mm high No 3 -


Section No. 2

Bill No. 7

Ceilings, Partitions and Access Flooring 19






BILL NO 8

FLOOR COVERINGS, PLASTIC LININGS, ETC

PREAMBLES


FLOOR COVERINGS

Belgotex Floors - "Diagonals" resinbac 600x600mm carpet tiles (to match existing) colour - "Granite"

1 On floors m² 152 -

Edging Strip

2 On floors m 5 -


Section No. 2

Bill No. 8

Floor Coverings, Plastic Linings, etc 20






BILL NO 9

METALWORK

PREAMBLES



Descriptions

Descriptions of bolts shall be deemed to include nuts and washers

WORK TO BE EXECUTED BY REGISTERED AAAMSA MEMBERS ONLY.

The scope of work comprises the fabrication, supply, delivery and complete installation of glazed aluminium windows and

doors, glazed aluminium entrance doors, aluminium weather louvres including all fixing, ironmongery, fixtures, glazing, sealing

and gaskets etc.

Tenderers are referred to architect's door, window and shopfront schedules annexed to these bills of quantities/accompanying

these bills of quantities for tender purposes.

No Glazed Architectural Aluminium products should be installed on site before relevant AAAMSA Performance Test Certificates

for the products have been provided.

A warranty is to be provided, prior to installation on site by the manufacturer of the laminated safety glass which warrants the

products against delaminating and colour degradation for a period of not less than 5 (five) years

A Certificate of Compliance is to be provided, prior to site installation, that all powder coating supplied meet with SANS 999

requirements in all respects

A guarantee of no less than 15 (fifteen) years is to be provided, prior to site installation, against peeling and discolouration of all

powder coating.

The Architect must be issued with shop drawings of all windows, shopfronts and doors for aesthetic approval prior to

manufacture.

A sample window must be provided on site for approval by the Architect.

Final measurement of openings are to be taken on site prior to manufacture and ordering.

Rates for aluminium works are to include for the supply and fixing of all necessary ironmongery and fixing accessories as

specified on Architect's ironmongery schedule

Glazing is to be carried out in strict accordance with the SABS 0137 - 0400 Code of Practice: 'Installation of Glazing in Building'

and where required, safety glazing materials must conform to SABS 1263.

All windows need to be weatherproofed and sealed inside and outside with an approved silicone sealant

All windows and shopfronts are to include for all necessary angle fixing as shown on Architect's detail sections where

applicable.

All aluminium windows and doors are to be anodised unless otherwise stated, colour reference: to be confirmed

The contractor is to allow for plaster inside and outside where applicable as well as making good afterwards.

Sealing of edges

All edges of doors, windows, shopfronts, louvres, etc. are to be sealed internally and externally with an approved silicone

sealant

ALUMINIUM WINDOWS

Scope of work

Refer to Architect's drawings:

1302-TD-ME-503 and 1302-TD-ME-640

Purpose made powder coated aluminium frame with 2N° fixed panes and 2N° lockable sliding panes as indicated

1 Window size 4700 x 1000mm high (W1) No 1 -




Section No. 2

Bill No. 9

Metalwork 21






ALUMINIUM DOORS

Purpose made powder coated aluminium hinged door with 2N° fixed as indicated

4 945 x 2355mm high door (Type D2) No 4 -

STEEL HANDRAILS, BALUSTRADES, ETC.

Balustrading

5 1050mm high wedlock steel balustrading m 25 -


Section No. 2

Bill No. 9

Metalwork 22






BILL NO 10

PLASTERING

PREAMBLES




Preparation of surfaces

Surfaces shall be dry and clean, free of dust, sand, grit and flaking particles, laitance and loose matter, contaminants such as oil,

grease, etc. Surfaces shall have a moisture content not exceeding 4%. All free standing water to be removed prior to application

of primers or compounds. Absorbent surfaces to be thoroughly pre-soaked in fresh water. Oil, grease, animal fats, etc. to be

removed with suitable 'Ivory Chemicals' product to be applied in strict accordance with the manufacturer's instructions. Once

clean, surfaces to be profiled mechanically (scrabbling, blasting, scarifying, chipping or grinding) or by means of acid etching

(one part 'Ivory Concrete Etchant' thinned with two parts water applied at the rate of 2m²/1 litre in strict accordance with the

manufacturer's instructions).

Generally substrate surfaces to have good wood float, steel trowel or power floated finish conforming in evenness and level to

required tolerance with minimum compressive strength of 20MPa or above 25 N/mm² compressive strength. Screeded surfaces

to be minimum 30mm thick.

SCREEDS

Screeds on concrete

1 30mm Thick on floors m² 152 -

INTERNAL PLASTER

One coat cement plaster on brickwork

2 On walls m² 90 -

3 On narrow widths m² 3 -

One coat cement plaster on concrete

4 On walls m² 7 -


Gypsum skim plaster on gypsum boards

6 On walls m² 156 -

EXTERNAL PLASTER

Cement plaster on brickwork

7 On walls m² 31 -

8 On slopping cills m² 6 -


Section No. 2

Bill No. 10

Plastering 23






BILL NO 11

TILING

PREAMBLES




Descriptions

Unless described as "fixed with adhesive to plaster (plaster elsewhere)" descriptions of tiling on brick or concrete walls,

columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be

deemed to include 1:3 plaster bedding.

Tiling to have matching aluminium edging to all exposed tile edges and corners

WALL TILING

200 x 200mm high ceramic tiles fixed with adhesive to plaster (plaster elsewhere measured) and flush pointed with

waterproof grout on:

1 On walls m² 23 -


FLOOR TILING

600 x 600mm high ceramic tiles fixed with tile adhesive to floor screed (elsewhere measured) with joints grouted in:

3 On floors m² 30 -

EDGE TRIMS, NOSINGS, DEVIDING STRIPS, ETC

Edging strip

5 Aluminium tile edging strip m 20 -


Section No. 2

Bill No. 11

Tiling 24






BILL NO 12

PAINTWORK

PREAMBLES




Paint Specification

All paint shall be one in accordance with the "Prominent Paints" or similar approved specification unless otherwise described

PAINTWORK, ETC TO NEW WORK

ON FLOATED PLASTER

Prepare surfaces and remove all loose material, apply one coat 'Prominent Ultra Prime', and two coats 'Prominent

Premium Sheen' or similar approved

1 On internal walls m² 90 -

2 On window sills m² 6 -

ON PLASTER BOARD

Prepare surfaces and remove all loose material, apply one coat 'Prominent Ultra Prime', and two coats 'Prominent

Premium Sheen' or similar approved

3 On partitions m² 156 -

ON WOOD

Two coats wood primer

4 On backs of frames, linings, etc not exceeding 300mm wide m² 1 -

One coat wood primer, one coat 'Prominent' universal undercoat and two coats 'Prominent Premium' gloss enamel,

sand lightly and dust between coats or similar approved:

5 On doors m² 42 -

6 On door frames m² 1 -

7 On skirtings, rails, etc not exceeding 300mm girth m 123 -


Section No. 2

Bill No. 12

Paintwork 25



JOB NUMBER:PM-PEB-ROF-CAP



BILL NO 13

PROVISIONAL AMOUNTS

NOTE: All Provisional and Prime Cost Amounts are NET i.e: there is no cash discount

PLUMBING AND DRAINAGE

1 Allow the Provisional Amount of R100 000 (One Hundred Thousand Rand) for Plumbing Drainage Installation to be executed

by a specialist sub-contractorProv Sum -

Profit % -

Attendance % -

ELECTRICAL INSTALLATION

2 Allow the Provisional Amount of R120 000 (One Hundred and Twenty Thousand Rand) for Electrical Installation to be executed

by a specialist sub-contractorProv Sum -

Profit % -

Attendance % -

MECHANICAL INSTALLATION

3 Allow the Provisional Amount of R60 000 (Sixty Thousand Rand) for the installation of generator to be executed by a specialist

sub-contractorProv Sum -

Profit % -

Attendance % -

SHADE-NET PARKING

4 Allow the Provisional Amount of R140 000 (One Hundred and Forty Thousand Rand) for the installation of shade-net parking Prov Sum -

Profit % -

Attendance % -


Section No. 2

Bill No. 13

Provisional Amounts 26





SECTION SUMMARY - Section No.2 : Building Works

BILL NO PAGE NO AMOUNT

1 ALTERATIONS 12 -

2 EARTHWORKS 14 -

3 CONCRETE, FORMWORK AND REINFORCEMENT 15 -

4 MASONRY 16 -

5 WATERPROOFING 17 -

6 CARPENTRY AND JOINERY 18 -

7 CEILINGS, PARTITIONS AND ACCESS FLOORING 20 -

8 FLOOR COVERINGS 21 -

9 METALWORK 23 -

10 PLASTERING 24 -

11 TILING 25 -

12 PAINTWORK 26 -

13 PROVISIONAL AMOUNTS 27 -


Section No. 2

Section Summary 27





ITEMPAYMENT

REF.Description UNIT QTY RATE AMOUNT

COLTO

SECTION NO. 3

1200 GENERAL REQUIREMENTS AND PROVISIONS

1 B12.05 Protection of Existing Services Sum 1 -

2 B12.06 Handling costs and charges for the Contractor on item B12.05 % 5% -

Total Carried Collection -

Section No. 3

External Works 28





ITEMPAYMENT


PROVISIONAL MEASUREMENT

This trade is measured provisionally and will be subject to remeasurement on completion.


Nature of ground

The tenderer is to visit the site and ascertain for himself the exact nature of the ground to be

excavated.

Rates for excavation is to include for all contingent work such as forming to falls, slopes, curves, etc.,

trimming sides, stepping, levelling and mechanically consolidating bottoms, wheeling and depositing in

temporary spoil heaps and part returning, filling in and carting from site and including keeping all

excavations free from water by any means possible.

No allowance has been made for increase in bulk to excavated material and the tenderer is to include

in his rates for any additional cost thereby involved in respect of handling, etc.

Rates for filling and backfilling shall include for carting from temporary spoil heaps adjacent to the

works for compacting (unless otherwise stated).

Backfilling shall mean backfilling with material arising from the excavations unless otherwise described

and rates are to include for selecting excavated material to be used for backfilling.

Carting away of excavated material

Descriptions of carting away of excavated material shall be deemed to include loading excavated

material onto trucks directly from the excavations or, alternatively, from stock piles situated on the

building site and disposing at the nearest municipal dumping site

Filling

Notwithstanding the reference to prescribed multiple handling in clause 1 page 8 of the Standard

System of Measuring Building Work, prices for filling and backfilling shall include for all selection and

any multiple handling of material.

1700 CLEARING AND GRUBBING

1 17,01 Clearing and grubbing m² 800 -

2 B17.08 Removal of undesirable vegetation m² 200 -

3 B17.09 Shredding of vegetation cuttings in situ m³ 30 -

33.04 Cut to spoil, including free-haul up to 7km Material obtained from:

4 (a) Soft excavation m3 67 -

5 (b) Intermediate excavation m3 13 -

33.10 Roadbed preparation and the compaction of material

6 (d) Compaction of sand roadbed to 98% of modified AASHTO density m³ 12 -

33.04 Cut to spoil, including free-haul up to 7km Material obtained from:

7 (a) Soft excavation m3 127 -

8 (b) Intermediate excavation m3 25 -

33.10 Roadbed preparation and the compaction of material

9 (d) Compaction of sand roadbed to 98% of modified AASHTO density m³ 85 -


Section No. 3

External Works 29





ITEMPAYMENT


COLTO

2200 PREFABRICATED CULVERTS

22,01 Excavation

(a) Excavating soft material situated within the following depth ranges

below the level surface level

1 (i) 0m up to 1,5m m³ 25 -

2 (b) Extra over subitem 22.01(a) for excavation in hard material, irrespective of depth m³ 3 -

22,02 Backfilling

3 (a) Using the excavated material m³ 3 -

4 (b) Using imported selected material m³ 4 -

5 (c) Extra over subitem 22.02(a) and (b) for soil cement backfilling m³ 18 -

22,03 Concrete pipe culvert

(c) On Class B bedding

6 (i) 300 mm dia class 50D m 29 -

22,12 Removing existing concrete

7 (a) Plain concrete m³ 1 -

8 (b) Reinforced concrete m³ 1 -

22,13 Removing and relaying existing pipes

9 (i) 300 mm dia on class B bedding m 13 -

22,21 Accessories

10 (a) Manhole covers including frames as per CoCT standards No 1 -

11 (b) Inlet grid including frame as per CoCT standards No 1 -

12 22,26 Hand excavation to determine the position of existing services m³ 10 -

13 22,27 Reinstating trenches crossing roads m Rate only


Section No. 3

External Works 30





ITEMPAYMENT


COLTO

2300CONCRETE KERBING, CONCRETE CHANNELING, CHUTES AND DOWNPIPES, AND

CONCRETE LININGS FOR OPEN DRAINS

Concrete kerbing;

23,02 (a) Barrier kerb and channel combination

1 (i) Straight m 150 -

2 (ii) Curved m 93 -


Section No. 3

External Works 31





ITEMPAYMENT


COLTO

3300 MASS EARTHWORKS

33,01 Cut and borrow to fill, including free haul up to 0,5 km

(a) Material in compacted layer thickness of 150mm and less:

1 (ii) Compacted to 98% of modified AASHTO density m³ 43 -

33,03 Extra-over item 33.01 for excavating and breaking down material

2 (a) Intermediate excavation m³ 9 -

3 (b) Hard excavation m³ 6 -

33,04 Cut to spoil, including free-haul up to 0,5km. Material obtained from

4 (a) Soft excavation m³ 131 -

5 (b) Boulder excavation Class B m³ 13 -

33,10 Roadbed preparation and the compaction of material

6 (a) Compaction of 2% lime and 2% cement stabilised to 93% MOD AASHTO m³ 171 -

density

34,01 Pavement layers constructed from gravel taken from cut or borrow,

including free-haul up to 1,0 km

(a) G5 Gravel subbase(Imported) compacted to:

7 (i) 95% MOD AASHTO density m³ 165 -

(b) C4 Gravel base (Imported) compacted to:

8 (i) 95% MOD AASHTO density m³ 165 -


Section No. 3

External Works 32





ITEMPAYMENT


COLTO

3400 PAVEMENT LAYERS OF GRAVEL MATERIAL

B34.01 Pavement layers constructed from gravel material obtained from commercial sources

(a) Gravel base layer compacted to:

1 (ii) 98% of modified AASHTO density (150mm layer thickness) m3 85 -

Pavement layers constructed from gravel material obtained from commercial sources with graded

crushed stones)

(d) Gravel subbase compacted to:

2 (ii) 96% of modified AASHTO density (150mm layer thickness) m3 85 -


Section No. 3

External Works 33





ITEMPAYMENT


COLTO

3500 STABILISATION

35,02 Chemical stabilizing agent

1 (a) Ordinary portland cement t 11 -

2 (b) Road lime t 9 -

3 35,04 Provision and application of water for curing kl 1 -


Section No. 3

External Works 34





ITEMPAYMENT


COLTO

4100 PRIME COAT

41,01 Prime coat

1 (a) Tar prime ℓ Rate only


Section No. 3

External Works 35





ITEMPAYMENT


COLTO

4200 ASPHALT BASE AND SURFACING

42.02 Asphalt surfacing 40mm thick:

1 (c) Open-graded asphalt grouted with a mortar of bitumen, filler, and cimentious fibres m2 Rate only

2 42.04 Tack Coat of 30% stable-grade emulsion ℓ Rate only


Section No. 3

External Works 36





ITEMPAYMENT


COLTO

5600 ROAD SIGNS

1 Allow Provisional Sum for Road Signs Sum 1 -


Section No. 3

External Works 37





ITEMPAYMENT


COLTO

5700 ROAD MARKINGS

57.01 Road-marking paint

(b) White lines (broken or unbroken)

1 (i) 100mm wide m 50 -

57.02 Retro-reflective road-marking paint

(a) Yellow lines (broken or unbroken)

2 (i) 100mm wide m 300 -

3 (b) Yellow lettering and symbols m² 40 -

4 57.06 Setting out and pre-marking the lines m 300 -


Section No. 3

External Works 38





ITEMPAYMENT


COLTO

6100 FOUNDATIONS FOR STRUCTURES

61,02 Excavation

(a) Excavating soft material situated with the following successive depth ranges:

1 (i) 0m up to 2m m³ 21 -

61,04 Backfill to excavations utilising:

1(a) Material from the excavation stabilised with 1% road lime and 1% cement compacted to 90% MOD

AASHTO density

m³ 5 -


Section No. 3

External Works 39





ITEMPAYMENT


COLTO

6200 FOUNDATIONS FOR STRUCTURES

1 62,01 Formwork to provide class F3 surface finish to the Generator Plinth m² 30 -


Section No. 3

External Works 40





ITEMPAYMENT


COLTO

6300 STEEL REINFORCING FOR STRUCTURES

63,01 Steel reinforcement for

(a) Generator Plinth

1 (i) Mild steel bars kg 600 -


Section No. 3

External Works 41





ITEMPAYMENT


COLTO

6400 CONCRETE FOR STRUCTURES

64,01 Cast in situ concretefor the Generator Plinth

1 (a) Class 25 /30 m³ 4 -


Section No. 3

External Works 42





ITEMPAYMENT

REF.Description UNIT QUANTITY RATE AMOUNT

COLTO

7300 CONCRETE BLOCK PAVING FOR ROADS

73,01 Concrete Block Paving For Roads

1 (a) 80 mm Block Paving m² 800 -

2 B73,03 Cast in situ concrete edge beams m³ 1 -

73,03 Provision of approved herbicide and ant poison

3 (a) Provision of materials Prov Sum 1 -

4 (b) Handling costs and charges for the Contractor on item B73,03 (a) % - -


Section No. 3

External Works 43





ITEMPAYMENT


COLTO

7400 SUNDRY STRUCTURES

B74,01 Patented earth retaining systems

1 (a) Terraforce or similar approved concrete blocks m² 100 -

B74,02 Excavation for concrete bases for earth retaining systems

2 (a) In soft material m³ 50 -

3 B74,03 Concrete bases for earth retaining systems m³ 15 -

74,04 Mole Barriers

4 (a) Supply of material and complete erection of Kaytech or similar approved product of mole barriers m² 160 -


Section No. 3

External Works 44





ITEMPAYMENT


COLTO

8100 TESTING WORKMANSHIP AND MATERIALS

1 81,02 Other special tests requested by the engineer, including acceptance control by an external laboratory Prov.sum 1 -

2 81,03 Handling costs and profit in respect of 81.02 % - -


Section No. 3

External Works 45





COLLECTION - Section No. 3 : External Works

SECTION PAGE NO AMOUNT

1200 GENERAL REQUIREMENTS AND PROVISIONS 29 -

1700 CLEARING AND GRUBBING 30 -

2200 PREFABRICATED CULVERTS 31 -

2300CONCRETE KERBING, CONCRETE CHANNELING, CHUTES AND DOWNPIPES, AND CONCRETE LININGS FOR OPEN DRAINS

32 -

3300 MASS EARTHWORKS 33 -

3400 PAVEMENT LAYERS OF GRAVEL MATERIAL 34 -

3500 STABILISATION 35 -

4100 PRIME COAT 36 -

4200 ASPHALT BASE AND SURFACING 37 -

5600 ROAD SIGNS 38 -

5700 ROAD MARKINGS 39 -

6100 FOUNDATIONS FOR STRUCTURES 40 -

6200 FALSEWORK, FORMWORK AND CONCRETE FINISH 41 -

6300 STEEL REINFORCING FOR STRUCTURES 42 -

6400 CONCRETE FOR STRUCTURES 43 -

7300 CONCRETE BLOCK PAVING FOR ROADS 44 -

7400 SUNDRY STRUCTURES 45 -

8100 TESTING WORKMANSHIP AND MATERIALS 46 -


Section No. 3

External Works - Collection 46





FINAL SUMMARY

ITEM NO PAGE NO AMOUNT

1 SECTION NO.1 : PRELIMINARY AND GENERAL 11 -

2 SECTION NO. 2 : BUILDING WORKS 28 -

3 SECTION NO. 3 : EXTERNAL WORKS 47 -


Final Summary 47

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