section no. 1: main contractor bill no. 1 preliminaries

ITEM NO DESCRIPTION UNIT QUANTITY

SECTION NO. 1: MAIN CONTRACTOR

BILL NO. 1

PRELIMINARIES

PRINCIPAL BUILDING AGREEMENT

The agreement shall be the Principal Building Agreement prepared

and published by the Joint Building Contracts Committee: Edition 5.0

Code 2101, July 2007 (The JBCC Series 2000 Principal Building

Agreement).

SYSTEM OF MEASURING BUILDING WORK

The system of measuring building work applicable to these works is

the Standard System of Measuring Building Work 1999, as published

by The Association of South African Quantity Surveyors, Sixth Edition

(Revised), except for the Classification of excavated materials other

than "earth", which is described in the Supplementary Preambles for

"Earthworks.

PRELIMINARIES

The Preliminaries shall be the ASAQS Preliminaries (November 2007)

published by the Association of South African Quantity Surveyors for

use with the said JBCC Principal Building Agreement.

FULL INTENT AND MEANING OF CLAUSES

Tenderers shall be deemed to have referred to the aforementioned

documents for the full intent and meaning of each clause. These

clauses are hereinafter referred to by the heading and clause

number only. Where standard clauses, or alternatives, are not

entirely applicable to this contract, such modifications, corrections,

or supplements, as are necessary are given under each relevant

clause heading and such modifications, corrections, or supplements,

shall take precedence, notwithstanding anything to the contrary

contained in the above-mentioned documents. Where an 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 claims arising from

brevity of description of items fully described in the said Model

Preambles will be entertained.

Supplementary preambles are incorporated in these bills of

quantities where necessary to satisfy the requirements of the works.

Such supplementary preambles shall take precedence over the

provisions of the said Model Preambles.

The contractor's prices for all items throughout the bills of quantities

must take account of, and include for, all of the obligations,

requirements and specifications given in the said Model Preambles

and in any supplementary preambles.

The engineer-agent who is responsible for the civil and structural

design of that part of the works is CSM consulting Engineers. The civil

and structural engineering specification which has been prepared

and issued by the engineer-agent for this part of the works, whether

such specification be a separate document, or annotations on a

drawing, or a schedule, is hereby deemed to take precedence over all

other Preambles in respect of such part/s of the works, insofar as

they apply.

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 the bills of quantities.

PAYMENT CATEGORIES

If "Option A", in terms of subclause 3.2.1 of the Contract Data -

Contractor to Employer (CE), is used for the adjustment of

Preliminaries, then each item priced is to be allocated to one or more

categories by the insertion of the letter "F", "V", or "T", as the case

may be, against the price in the rate column. These letters shall

indicate the relevant categories, as follows : "F" - A fixed amount,

which shall not be varied. "V" - An amount which shall be varied in

proportion to the contract value. "T" - An amount which shall be

varied in proportion to the construction period.

Tenderer to refer to C1: Agreements and Contract Data of the tender

document, and is to read and price the tender in conjunction with

the Preliminaries.

SECTION A : JBCC PRINCIPAL BUILDING AGREEMENT

DEFINITIONS

36 892 Definitions and interpretation (clause 1) Fixed:............Value

Related:............ Time Related :...... Item 1

OBJECTIVE AND PREPARATION (A2 TO A14)

37 257 Offer, acceptance and performance (clause 2) Fixed:............Value

Related:............ Time Related :....... Item 1

37 622

Documents (clause 3)Clause 3.1 is hereby deleted and no payment

guarantee will thus be provided by the employer.Clause 3.2 is hereby

amended by and replaced with the following:3.20 The contractor

shall provide 3.2.1 A construction guarantee where so required in the

contract data.Clause 3.3 is hereby amended by and replaced with the

following: "The contractor shall waive its lien or right of continuing

possession of the works in favour of the employer. The waiver shall

be according to the JBCC Waiver of Contractors Lien Form, and shall

ensure that any selected or nominated subcontractors or contractors

domestic, also waive their lien or right of continuing possession, in

favour of the employer and sign the JBCC Waiver Lien

Form.Fixed:............Value Related:............ Time Related :....... Item 1

37 987

Design responsibility (clause 4) The following new subclause is

hereby added to this clause: 4.4 Notwithstanding the provisions of

4.2, the contractor shall ensure that every such nominated or

selected subcontractor shall simultaneously with the signing of the

relevant nominated or selected subcontract sign and deliver to the

employer a Design Materials and Workmanship Warranty and

Undertaking in favour of the employer or a Materials and

Workmanship Undertaking strictly in accordance with the

instructions or provisions contained in the tender documents for

the nominated or selected subcontract works. Fixed:............Value

Related:............ Time Related :.......... Item 1

38 353 Employer's agents (clause 5) Fixed:............Value Related:............

Time Related :....... Item 1

38 718 Site representative (clause 6) Fixed:............Value Related:............


39 083 Compliance with regulations (clause 7) Item 1

The following new subclause is hereby added to this

clause:7.2 Without limiting the generality of the provisions of clause

7.0 of the agreement, the contractor's attention is drawn to the

provisions of the Construction Regulations, 2003 issued in terms of

the Occupational Health and Safety Act, 1993 is specifically stated

that the employer shall prepare a documented health and safety

specification for the works (refer to clause 1.5.2.1 of Part C3 : Scope

of Works and OHS attached in tender document for the relevant

specification ) 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 contractor shall price opposite this

item for compliance with the Act and the Regulations and the

provisions of the aforementioned health and safety specification.

Fixed:............Value Related:............ Time Related :.......

The following new subclause is hereby added to this clause: 7.3 the

prices of following items need to be determined based on the

information given in the scope and the health and safety

specifications. Rate Only Personal protective equipment(PPE)

Health and Safety Sign Safety officer First Aid Scaffolding Medical

(for all workers) Any other related health and safety related cost

base on the specifications

39 448 Works risk (clause 8) Fixed:............Value Related:............ Time

Related :....... Item 1

39 814 Indemnities (clause 9) Fixed:............Value Related:............ Time


40 179 General insurances (clause 10) Fixed:............Value Related:............


40 544 Special insurances (clause 11) Fixed:............Value Related:............


40 909 Effecting insurances (clause 12) Fixed:............Value Related:............


41 275 Assignment (clause 13) Fixed:............Value Related:............ Time


41 640

Security (clause 14)The following new subclauses is hereby added to

this clause: 14.9 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.14.10 Notwithstanding the provisions of sub-clause 14.1, the

Contractor shall, with his tender, submit a letter of intent from an

accredited guarantor, undertaking to provide the selected JBCC

construction guarantee to the format appended to the back of these

bills of quantitiesSuch selected security shall be provided to the

Employer within five (5) working days of written acceptance of the

Contractor's tenderThe employer reserves the right to reject a

construction guarantee if, in the opinion of the employer, the

guarantor is not accreditedThe Contractor shall provide the type of

construction guarantee stated in the contract data. The contractor is

to provide a Fixed construction guarantee of 10% of the Contract

Sum. In addition to this, a retention of 10% is to be held on monthly

payment certificates to a maximum of 5% of the contract sum. Such

retention amounts shall be reduced to 2.5% on practical completion

certificate and 0% at the end of the defects liability

periodFixed:............Value Related:............ Time Related :....... Item 1

EXECUTION (A15 TO A23)

42 005

Preparation for and execution of the Works (clause 15) In addition

to subclause 15.3.1, Where the Contractor delays the submission to

the Employer of the application for all associated permit/s to

undertake the construction works and such permit/s are not

received within 30 days following the Contractor being given

possession of the site as per Clause 15.3, such that the Employerâ€™s

Agentâ€™s instruction to commence carrying out the Works cannot be

given, without prejudice to the Employerâ€™s rights to terminate the

contract as per Clause 36 the Employerâ€™s Agent shall delay issuing

the instruction to commence carrying out the Works until such time

as the permit/s to undertake construction work has been received.

The Contractor shall have no entitlement under Clause 29 and/or

Clause 32 and/or any associated to an extension of time for Practical

Completion. Fixed:............Value Related:............ Time Related :....... Item 1

42 370 Access to the Works (clause 16) Fixed:............Value Related:............


42 736 Contract instructions (clause 17) In addition to the provisions of sub-

clause 17.3, contract instructions are to be recorded in triplicate in a

contract instruction book, which is to be supplied and maintained on

site by the Contractor Fixed:............Value Related:............ Time

Related :...... Item 1

43 101 Setting out of the Works (clause 18) The Contractor shall notify the

Principal Agent if any encroachments of adjoining foundations,

buildings, structures, pavements, boundaries, etc. exist in order to

make the necessary arrangements for the rectification of any such

encroachments Fixed:............Value Related:............ Time Related

:....... Item 1

43 466

Temporary Works and Plant (clause 19) 19.4 The contractor to

provide road closures, traffic diversions and accomodation and all

neccesary signage, flagmen during the construction process. Any

costs that may arise owing to failure by the contractor to comply

with this requirement shall be for the contractors account.

Fixed:............Value Related:............ Time Related :....... Item 1

43 831

Nominated Subcontractors (clause 20) In addition to the provisions

of sub-clause 20.1.2, the Contractor shall, at any time on being

requested to do so by the Principal Agent, furnish a copy of the JBCC

Nominated Subcontract Agreement to the Employer, within five (5)

working days of such request. 20.11 General attendance of n/s

subcontractor for pricing by the contractor shall be in accordance to

the n/s agreement. Nothwithstanding this provision, general

attendance shall be deemed to include for the contractor to provide

free of charge to any n/s subcontractor such scaffolding and

carnage/hoisting as may reasonably be required by such n/s

subcontractor for the execution of the relevant subcontract works.


44 197

Selected Subcontractors (clause 21) 21.11 General attendance of n/s

subcontractor for pricing by the contractor shall be in accordance to

the n/s agreement. Nothwithstanding this provision, general

attendance shall be deemed to include for the contractor to provide

free of charge to any n/s subcontractor such scaffolding and

carnage/hoisting as may reasonably be required by such n/s

subcontractor for the execution of the relevant subcontract works.

Fixed:............Value Related:............ Time Related :...... Item 1

44 562 Employer's Direct Contractors (clause 22) Fixed:............Value


44 927

Contractor's Domestic Subcontractors (Clause 23) In addition to the

provisions of sub-clause 23.1, the Contractor shall, at any time on

being requested to do so by the Principal Agent, furnish a copy of the

Domestic Subcontract Agreement to the Employer, within five (5)

working days of such request Fixed:............Value Related:............


COMPLETION (A24 TO A30)

45 292 Practical completion (clause 24) Fixed:............Value Related:............

Time Related :...... Item 1

45 658 Works completion (clause 25) Fixed:............Value Related:............


46 023

Final completion (clause 26) Subclause 26.1 is hereby amended by

the substitution of the words "nine (90) calender days" in the second

line with "twelve (12) months". Fixed:............Value Related:............

Time Related :...... Item 1

46 388 Latent defects liability period (clause 27) Fixed:............Value


46 753 Sectional completion (clause 28) Fixed:............Value Related:............


47 119

Revision of date for practical completion (clause 29)Clause29.1.1

Exceptionally inclement of weather "Exceptionally inclement of

weather" shall be defined as weather conditions in excess of the

monthly average recorded for the past 10 (ten) years by the nearest

commonly recognised weather bureau in the region of the project.A

delay caused by exceptionally inclement of weather conditions will

be regarded as delay only if, in the opinion of the principle agent, all

progress on an item or item of work on the critical path of the

working programme of the contractor has been brought to a halt.

Delays on the working days (based on five day working week) will be

taken into account for the extension of time, but the contractor shall

make provision in his programme of work for an expected delay of

"number of working days caused by normal rainy weather, for which

he will not receive any extension of time, where number of equals

30 days. Extension of time during working days will be granted to the

degree to which actual delays, as defined above, exceed the

"number of " working days.Clause 29.0 is amended by the addition of

the following clauses to the end thereof:29.9 Revision to the date for

practical completion shall only be considered when work on the

critical path of the agreed programme for the works

delayed.Fixed:............Value Related:............ Time Related :....... Item 1

10 959 Penalty for non-completion (clause 30) Fixed:............Value


PAYMENT (A31 TO A35)

11 324

Interim payment to the contractor (clause 31) Subclause 31.4.2 is

amended by adding the following: Materials and goods stored off

site shall not be included in the amount authorised for payment.

Subclause 31.9 is hereby amended by the substitution of the words

"seven (7) calendar days" in the first line by the words "thirty (30)

calendar days". Subclause 31.10 is hereby amended by the

substitution of the words "practical completion" in the second and

fourth lines by the words "final completion". Subclause 31.12 is

hereby amended by the substitution of the words "twenty one (21)

calendar days" in the first line by the words "thirty (30) calendar

days". Fixed:............Value Related:............ Time Related :...... Item 1

11 689 Adjustment to the contract value (clause 32) Fixed:...........Value

Related:........... Time Related :......... Item 1

12 055 Recovery of expense and loss (clause 33) Fixed:............Value


12 420 Final account and final payment (clause 34) Subclause 34.10 is

hereby amended by the substitution of the words "seven (7)

calendar days" in the second line by the words "final completion"

Subclause 34.11 is hereby amended by the substitution of the words

"thirty (30) calendar days" . Fixed:............Value Related:............ Time


12 785 Payment to other parties (clause 35) Fixed:............Value


TERMINATION (A36 TO A39)

13 150 Termination by Employer - Contractor's default (clause 36)


13 516 Termination by Employer - loss and damage (clause 37)


13 881 Termination by Contractor - Employer's default (clause 38)


14 246 Termination - Cessation of the Works (clause 39) Fixed:............Value


DISPUTE (A40)

14 611

Settlement of Disputes (clause 40)Replace 40.2 with the

following:40.2 Where such disagreement is not resolved within ten

(10) working days of receipt of such notice it shall be deemed to be a

dispute and shall be referred by the party which gave such notice to

adjudication, where the adjudication will be conducted in terms of

the edition of the JBCC Rules for Adjudication current at the time

when the dispute was declared. Replace â€œarbitrationâ€•at the end of

40.3.4 with â€•either arbitration where the arbitrator is to be

appointed by the body whose rules shall apply or court proceedings

as stated in the contract dataFixed:............Value Related:............

Time Related ........ Item 1

CONTRACT AGREEMENT

14 977 Post tender provisions The required post tender information shall be

completed prior to contract signing, in consultation with the

contractor. Clause 41.0 Item 1

15 342 Contractual agreement The required information regarding the

contractual parties and the accepted contract sum shall be inserted

at contract signing. Clause 42.0 Item 1

CONTRACT DATA - EMPLOYER TO CONTRACTOR

Given hereunder are all variables referred to in the Principal Building

Agreement and which are set out in "Contract Data EC", prepared

and published by the Joint Building Contracts Committee: Edition 5.0

Code 2101-EC, July 2007.

42.1 CONTRACTING AND OTHER PARTIES

1.1 Employer Johannesburg Development

Agency. [1.2] Postal address P O Box 61877

Marshalltown Code 2107 Telephone (011) 688

7837 Fax (011) 688 7863 E-mail

[email protected] Tax/VAT registration No. 4440197178 Physical

address The Bus Factory 3 President Street

Newtown.

1.2 Principal Agent : Threshold Project [5.1] Postal address : 43

Birchwood Court, Montrose Street, Vorna Valley ,

Midrand. Code 1686 Telephone 011 655 7149 Fax 086

767 8609 [email protected]

1.3 Agent (1) Ikemeleng Architects[5.2] Agent's service

Architect Postal address 37 Quinn street,

Newtown Code 2001 Telephone 011 832

3431 Fax 011 32 3430 E-

[email protected]

1.4 Agent (2) CSM[5.2] Agent's service Civil/Structural

Engineers Postal address Code Telephone 0861

276 266 Fax [email protected]

1.5 Agent (3) AECOM [5.2] Agent's service Quantity Surveyors

Postal address PO Box 1642, Houghton Code 2041

Telephone 012 421 3500 Fax 086 650 0711 E-

[email protected]

1.9 Interest of the principal agent, or other agents, in

the[5.5] project No 1.10 The principal agent named in 1.2 herein

before is responsible for the preparation of the contract data

schedule and must be contacted should the contractor be uncertain

of the information provided, or to be provided.

2.0CONTRACT AND SITE INFORMATION:

2.1The law applicable to this agreement (1.7) South Africa

2.2 Works identification. In general terms, the works comprise the

following :- Construction of a new library, public open space and

square, coffee shop, parking facilities and associated works

including the heritage swimming pool complex.

2.3 Site description Brixton Park 84 Mercury Street Johannesburg

2092.

2.4 Possession of the site is to be given on [15.2.1] The intended

date of possession of the site is to be given within 5 working days of

the "acceptance date", which shall be the date the employer signs

the acceptance of the offer (Form C1.1 - Form of offer and

Acceptance)

2.5 Period for the commencement of the works after (15.3) the

contractor takes possession of the site Immediately upon handover

of the site.

2.6Completion of the works in sections is required. [15.4, 28.0] No

2.7 Waiver of the contractor's lien or right of continuing possession

is required. [3.3, 31.16.2] Yes

2.8 Defined restrictions to the site area. Where "yes" the

(16.1) specific requirements are described below: Yes The site will

be limited by the boundary fence indicated on the drawings and

working space as defined in item 2.3 above and the contractor will

be expected to confine the work within those boundaries and

without undue damage to the adjacent building and surfaces around

the site.

2.9 Geotechnical investigation of the site has

been[16.4]undertaken. Yes

2.10 Existing premises will be occupied. Where "yes" the

[16.6]specific requirements are described hereunder:- No

2.11 Provision of temporary services is required. Where

[16.7] "yes" the specific requirements are detailed elsewhere in the

contract documents (refer to Section B ; Preliminaries) Yes

2.12 Protection of existing trees or shrubs is required. (16.8) to

be indentified at site inspection. No trees are to be removed

without prior permission of the principle agent

Yes

3.0INSURANCES AND SECURITIES

3.1 Contract Works Insurance is to be effected by:- [10.1.1, 12.6]

Contractor For the sum of:- Contract

sum 30% with a deductible of: By Contractor - Per insurance

agents recommendation

3.2 Supplementary / Special insurance to be effected by [10.1.2,

11.1-3, 12.6] Contractor For the sum

of: R5 million with a deductible of: By Contractor - Per

Insurance agents recommendation.

3.3 Public liability insurance to be effected by:- [10.1.3, 12.6]

Contractor For the sum of: R10 million

with a deductible of: By Contractor- As Recommended

Insurance agent.

3.4 Support insurance to be effected by:- [11.1.1]

N/A

3.5 Special insurance to be effected by:- [11.1.2-3, 12.1]

N/A

4.0PRACTICAL COMPLETION DATE AND PENALTIES

4.1 For the works as a whole[24.3., 0.05% of the

contract sum per calender day 30.1-3] PENALTY PER CALENDAR

DAY:4.2for the work in sectionsNot Applicable

5.0DOCUMENTS AND GENERAL

5.1 Construction document copies to be supplied [3.7] to the

contractor free of charge. 1 copies

5.2 The priced document may be used as a specification(3.9) of

materials and goods and work methods. No

5.3The Contractor shall provide a schedule of rates(3.10) Yes

5.4Changes made to JBCC standard documents (3.11) Yes

5.5 On acceptance of the tender, the priced document is

(15.1.1) to be submitted within the stated working days. Submitted

with Tender

5.6 Work to be undertaken by direct contractors as detailed below

(22.2) None anticipated at present but the Employer has the right

to employ direct contractors at a later stage.

5.7 On achievement of sectional practical completion the contractor

(24.9) is to hand over manuals etc related to the works as listed

below (but not limited to) Electrical, Electronic, HVAC, Plumbing &

Drainage, Fire Fighting, Waterproofing.

5.8 (31.12) The interim payment certificate: The contractor is to

issue his claim to the quantity surveyor by the 10th of each month in

preparation for the quantity surveyor to issue a valuation to the

principal agent before the 20th of each month, failure to submit a

claim will entitle the quantity surveyor to submit a reasonable value

for the works done. (31.9) The employer shall pay the contractor

the amount certified in an interim payment certificate within thirty

(30) calendar days of the date of receipt by the employer of the

payment certificate together with the invoice (34.10) The employer

shall pay the contractor the amount certified in the final payment

certificate within thirty (30) calendar days of the date of receipt by

the employer of the final payment certificate together with the

invoice.

6.0 DETAILS OF CHANGES MADE TO THE STANDARD JBCC

DOCUMENT

All changes in detail are as listed below : 3.1 Deleted 3.2

Amended 3.3 Amended 4.4 Amended 7.2 Added 7.3 Added

14.9 Added 14.10 Added 15.3.1 Added 17.3 Added 18.5 Added

19.4 Added 20.1.2 Added 20.11 Added 21.11 Added 23.1

Added 26.1 Amended 29.1.1 Added 29.9 Amended 31.4.2

Amended 31.9 Amended 31.10 Amended 31.12 Amended 34.10

Amended 40.2 Amended 40.3.4 Amended 34.11 Amended

7.0DECLARATION BY THE PRINCIPAL AGENT

I, the principal agent named in 1.2 above, declare that the

information provided above is complete and accurate at the time of

calling for tenders. Where necessary should any of the above

information need to be varied, tenderers will be forthwith informed

thereof in writing. Principal

agent:.......................Date:..........................

SECTION B: ASAQS PRELIMINARIES1.0 DEFINITIONS AND

INTERPRETATION

15 707 Definitions and interpretation. Fixed:............Value Related:............

Time Related :...... Clause 1.0 Item 1

2.0DOCUMENTS

16 072

Checking of documents. Upon receipt of detail drawings for any

work, the contractor shall, before putting that work in hand,

ascertain that the dimensions given on the detail drawings

correspond with the dimensions of any works already built. In the

event of the detail drawings not agreeing with works already built,

the drawings shall immediately be returned for alteration, as no

claim for extra work in this regard will be entertained.

Fixed:............Value Related:............ Time Related :...... Clause 2.1 Item 1

16 438 Provisional bills of quantities. Fixed:............Value Related:............

Time Related :...... Clause 2.2 Item 1

16 803

Availability of construction documentation. Fixed:............Value

Related:............ Time Related :...... Clause 2.3 Item 1

3.0PREVIOUS WORK AND ADJOINING PROPERTIES:

17 168 Previous work - dimensional accuracy. Fixed:............Value

Related:............ Time Related :....... Clause 3.1 Item 1

17 533 Previous work - defects. Fixed:............Value Related:............ Time

Related :...... Clause 3.2 Item 1

17 899 Inspection of adjoining properties. Fixed:............Value


4.0 SAMPLES, SHOP DRAWINGS AND MANUFACTURER'S

INSTRUCTIONS

18 264

Samples of materials.Clause 4.1 is hereby amended by the addition

of the following:-The contractor is referred to the Specification

document and its detailed requirements in terms of the contractor

timeously providing suitable samples of materials, workmanship and

labour. Approved samples are required to remain on site

representing the standard for acceptability of similar work. The

principal agent may reject any materials or colours not

corresponding with the approved samples. Should any materials or

items specified prove to be either unavailable, in poor supply or

likely to cause delay to the works, the contractor shall notify the

principal agent in writing 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

or allowed.Fixed:............Value Related:............ Time Related

:.......Clause 4.1 Item 1

18 629 Workmanship samples. Fixed:............Value Related:............ Time

Related :....... Clause 4.2 Item 1

18 994Shop drawings Clause 4.3 is hereby amended by the addition of the

following:- General responsibilities The Contractor shall provide a

person or persons who shall be available immediately upon

commencement of the contract, whose responsibility will be: a) To

familiarise himself with all drawings produced by the professional

team. This will involve a clear understanding of services and element

co-ordination performed by the architect, in order that

subcontractors can be properly briefed. b) To provide the

professional team with comprehensive lists of shop drawings to be

prepared by relevant subcontractors. c) To check all shop drawings

for sufficiency prior to submission to the relevant employers agent in

the professional team. It is expected that such checking will include

all co-ordination and pro-active resolution of any conflicting services

and elements. It is also noted that resolution of co-ordination

problems will require attendance at services and element co-

ordination meetings, called by the principal agent as and when

necessary. Procedures The contractor shall, at his own expense,

prepare and submit one reproducible print of shop drawings of all

fabricated work, working or setting out drawings, shop details and

schedules to the principal agent for approval by the relevant

consultant/s and/or the employer as is appropriate and such work

shall not be performed by the contractor until such approval has

been given. The contractor shall take cognizance of and adhere to

the Project Document Numbering System, if any, in use on this

contract. The contractor shall present a complete schedule showing

the sequence of submission of shop drawings, including submission

dates, for all trades and the scheduled dates for approval of all

drawings. This schedule shall take into account that the relevant Item 1

19 360

Compliance with manufacturers' instructions. Fixed:............Value

Related:............ Time Related :...... Clause 4.4 Item 1

5.0DEPOSITS AND FEES

19 725 Deposits and fees. Fixed:............Value Related:............ Time Related

:....... Clause 5.1 Item 1

6.0TEMPORARY SERVICES

20 090

Water. The contractor is referred to clause 1.4.10 in Part C3 of the

bills of quantities and is hereby deemed to have made due allowance

for all costs arising from this requirement. Fixed:............Value


20 455 Electricity. Fixed:............Value Related:............ Time Related :......

Clause 6.2 Item 1

20 821 Telecommunication facilities. Fixed:............Value Related:............

Time Related :....... Clause 6.3 Item 1

21 186 Ablution facilities. Fixed:............Value Related:............ Time Related

:....... Clause 6.4 Item 1

7.0PRIME COST AMOUNTS

21 551 Responsibility for prime cost amounts. Fixed:............Value


8.0SPECIAL ATTENDANCE ON N/S SUBCONTRACTORS

21 916

Special attendance on n/s subcontractors Special attendance is not

measured as these bills of quantities are based on the sixth edition of

the Standard System for Measuring Building Work. However, the

Tenderers are advised to study the drawings for special attendance

requirements such as unloading, storing, placing in position,

providing special power supplies, specific hoisting, crainage and

scaffolding requirements, provision of temporary casing and/or

other specific protection of the works, special security and clearing

away rubbish are described in detail in the contract documents for

use by n/s subcontractors and the contractor must establish for

himself and allow herein for the exact extent of any special

attendance required by n/subcontractors, including taking down and

re-erecting as may be necessary, as no claims by the contractor in

this regard will be entertained. Fixed:............Value Related:............


9.0GENERAL

22 282 Protection of the works. Fixed:............Value Related:............ Time

Related ........ Clause 9.1 Item 1

22 647

Protection/isolation of existing/sectionally occupied works.

Fixed:............Value Related:............ Time Related :....... Clause 9.2 Item 1

23 012

Security of the works. The contractor shall provide and maintain

twenty four hour site security and loss control systems all to the

satisfaction of the principal agent. It is envisaged that these

procedures will incorporate, inter alia, gate control for personnel and

vehicles, individual entry permits, regular security patrols and the

like. Fixed:............Value Related:............ Time Related :...... Clause

9.3 Item 1

23 377 Notice before covering work. Fixed:............Value Related:............


23 743 Disturbance. Fixed:............Value Related:............ Time Related :.......

Clause 9.5 Item 1

24 108 Environmental disturbance. Fixed:............Value Related:............


24 473 Works cleaning and clearing. Fixed:............Value Related:............


24 838 Vermin. Fixed:............Value Related:............ Time Related :......

Clause 9.8 Item 1

25 204 Overhand work. Fixed:............Value Related:............ Time Related

:...... Clause 9.9 Item 1

10.0SCHEDULE OF VARIABLES

PRE-TENDER INFORMATION

Pre-tender variables are given hereunder:-

Clause (and reference) 10.1 Provisional bills of quantities (2.2)

The quantities are provisional. Yes

10.2 Availability of construction documentation.(2.3) Construction

documentation is complete. No

10.3Previous work - dimensional accuracy. (3.1)Not applicable.

10.4Previous work - defects. (3.2)Not applicable.

10.5 Inspection of adjoining properties.(3.3) The contractor is

referred to clause 1.4.6 in Part C3 of the bills of quantities and is

hereby deemed to have made due allowance for all costs arising

from this requirement.

10.6Water(6.1) Option A (by contractor) Yes

10.7Electricity(6.2) Option A (by contractor) Yes

10.8 Telecommunications(6.3) Telephone - Yes Facsimile - Yes

E-mail - Yes.

10.9Ablution facilities(6.4) Option A (by contractor) Yes

10.10 Protection of the Works (9.1) The contractor shall specifically

take whatever measure deems neccesary to protect finished work

once installed and any damage caused by the contractor shall be

made good at the exoense if the contractor.

10.11 Protection/isolation of existing/sectionally(9.2) occupied

works. Protection is required. Yes

10.12Disturbance (9.5)

10.13 Environmental disturbance.[9.6] Products and services that

pose a potential environmental risk must be managed in accordance

with the applicable stipulations of the Environmental Management

Standards (ISO14000).

SECTION C : SPECIFIC PRELIMINARIES

SUPPLEMENTARY DOCUMENTATION

25 569

Photographs (C1) Clause 1.0 - Photographs Provide the budgetary

amount of R10 000 (Ten Thousand Rand) for the cost of certified

photographs of exsiting surrounds and existing facilities by a

photographer to be nominated by the principal agent.


25 934

As built drawings (C2). Clause 2.0 - As built drawings The position of

construction breaks and the like 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.


26 299

Site instructions (C3) Clause 3.0 - Site Instructions. Contract

instructions issued on site are to be recorded in triplicate in an

instruction book which is to be maintained on site by the contractor.


26 665

Labour returns (C4). Clause 4.0 - Labour returns. The contractor

shall be required to submit employment data on a monthly basis to

the principal agent (clause 1.3.1 of Part C3 herein).


27 030

Ordering materials (C5). Clause 5.0 - Ordering materials. The

contractor shall place orders timeoulsy for materails or special

articles that are required, Should these bills of quantities be used for

ordering materials, this shall be entirely at the Contractors risk.


27 395

Tolerances (C6) Clause 6.0 - Tolerances. Some of the parts of the

works are designed as requiring strict tolerances that might require a

specific order in which some parts of the works are to be

constructed. The Tendererâ€™s attention is drawn particularly to, for

instance, some of the concrete floors which might require to be

protected from the weather at an earlier stage than might otherwise

be the case. The contractor will be deemed to have apprised

himself/herself of all such aforesaid requirements and to have made

adequate provision therefore in the tendered costs and in the

construction programme. All additional costs that might arise as a

result of the contractor having failed to comply with these

requirements will be for the contractorâ€™s account


27 760

Site establishment (C7) Clause 7.0 -Site establishment. The

contractor shall be required to comply with the requirements

described in clause 1.4.5 of Part C3 of the bills of quantities.


28 126 Site usage (C8). Clause 8.0 - Site usage. The contractor shall be

required to comply with the requirements described in clause 1.4.6

of Part C3 of the bills of quantities. Fixed:............Value


28 491

Permits and wayleaves (C9). Clause 9.0 - Permits and wayleaves The

contractor shall be required to comply with the requirements

described in clause 1.4.7 of Part C3 of the bills of quantities.


28 856

Management of the works - (C10). Clause 10.0 - Management of the

works. The contractor shall be required to comply with the

requirements described in clause 1.5.1 of Part C3 of the bills of

quantities. Fixed:............Value Related:............ Time Related :....... Item 1

29 221

EME/QSE Supervisor:(C11) Clause 11.0 - Supervisor: One EME/QSE

supervisor would be required for all work packages in this regard.

Fixed:............Value Related:............ Time Related :..... Item 1

29 587

Local labour:(C12) Clause 12 - Local labour - Community Liaison

Officer: Provide a budgetary amount to allow for Community Liaison

Officer to be nominated by the principle agent. Item 1

29 952

EME/QSE Mentor - (C13) Clause 13 EME/QSE Mentor Tenderers are

to allow for a EME/QSE Mentor for this project. Fixed:............Value

Related:............ Time Related :... Item 1

30 317 Allow for General Attendence Item 1

MATERIALS AND WORKMANSHIP (C14) Clause 14- Guarantees for

materials and workmanship The contractor shall obtain written

guarantees where called for, addressed to the employer, from the

firms supplying the materials, or doing the work, and deliver such

guarantees to the principal agent prior to the issue of the certificate

of final completion of the works. Item 1

30 682

Unloading, hoisting, storing, and scaffolding - (C15) Clause 15-

Unloading, hoisting, storing, and scaffolding) The Contractor to to

provide necessary unloading, hoisting, storing, and scaffolding in the

contract. Any additional allowances required shall be deemed to

have been included in the contract by the tender sum. NO

OMISSION BY QUALIFICATION OF THIS ITEM WILL BE ACCEPTED.


31 048

Permanent Access for affected property owners - (C16) Clause 16-

Permanent Access for affected property owners It is a requirement

of this contract that the contractor ensures that all affected residents

have access to their properties at all times, including after-hours and

on weekends. In this respect, the contractor is hereby deemed to

have instituted the necessary investigations into this matter,

including all the implications associated therewith, and made due

cost and other allowance in his tender in this regard, especially in

respect of clause 1.1.5 of Part C3 of the bills of quantities.


FINANCIAL ASPECTS

31 413

Overtime (C17) Clause 17- Overtime The additional costs of

overtime work shall not be for the employer's account except when

prior written agreement thereto is given by the principal agent. Item 1

GENERAL

31 778 Copyright - (C18) Clause 18- Copyright The ownership of the

copyright in and to: all drawings, specifications, models and

documents of any nature delivered to the contractor or produced by

or on behalf of the contractor in connection with the works; and, the

artistic character and/or artistic design of the works, shall remain

vested in and/or is hereby assigned to the employer by the

contractor. Item 1

32 143

Resident Engineer (C19) Clause 19 - Main contractor to provide a

lockable private office for the resident engineer, including air

conditioning, desk (1800 x 900mm), High standard office chair, two

visitors' chairs, small fridge, access to printing facilities and

paper,internet,220v plug point covered parking space, PPE and

access to site for the whole duration that the resident engineer is

needed on site.Refer to SANS 1200 (AB). Item 1

32 509 Training (C20) Clause 20 - Main contractor to allow for training to

SMME and community labourers. Item 1

32 874 EME/QSE (C21) Clause 21 - Main contractor to allow for Preliminary

and General relating to EME/QSE work packages. Item 1


BILL NO. 2

EARTHWORKS

PREAMBLES

NOTE: Tenderers are required to study the Model Preambles for

Trades and the Project Specification before pricing the bills of

quantities. ----------------------------------

SUPPLEMENTARY PREAMBLES

Excavations generally

The contractor shall notify the principal agent as soon as the

excavations are ready to receive foundations and no building work

may be started until the principal agent has approved the

excavations in writing.

Any excavation taken out below the excavation shown on drawings,

or required by the principal agent in order to obtain a solid

foundation, or for other reasons, shall be filled in by the contractor,

at his own expense, with 10Mpa concrete.

Nature of ground

The nature of the ground is assumed to be gravel, therefore "earth",

but possibly interspersed with "intermediate material", or "hard

rock".

Classification of excavated materials other than "earth"

For all excavation measurement purposes only, the classification of

excavated materials shall be in accordance with SANS1200D clause

3.1, unless otherwise described.

3.1 CLASSIFICATION FOR MEASUREMENT PURPOSES. 3.1.1 Method of

Classifying. The Contractor may use any method he chooses to

excavate any class of material, but his chosen method of excavation

shall not determine the classification of the excavation. The Engineer

will decide on the classification of the materials excavated. The

classification will be based on inspection of the material to be

excavated and on the criteria given in 3.1.2 (a) to (e), as applicable.

All equipment specified in 3.1.2 (a) to (c) shall be in good mechanical

condition. "Efficiently", as used in 3.1.2 (a) to (c) shall be deemed to

mean, "in a manner that can reasonably be expected of a contractor,

having regard to the production achieved". In the event of a

disagreement between the Contractor and the Engineer, it shall be

the responsibility of the Contractor, if so required and subject to the

terms of subclause 4.1 of SABS 1200D-1988, to make available at his

own expense such mechanical equipment as is specified in 3.1.2 (a)

to (c), in order to assess the reasonable removeability, or otherwise,

of the material.The Engineer's decision on the classification shall

then, subject to the relevant provisions of the Contract, be binding.

3.1.2 Classes of Excavation. The excavation of material will be

classified as follows, for purposes of measurement only:-(a) Soft

Excavation.(1) "Soft excavation", other than in "restricted

excavation", shall be excavation in material that can be efficiently

dug out, or loaded, without prior ripping, by any of the following

plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]

approximately 22-metric tons and flywheel power approximately

145kW, or (ii) a tractor-scraper unit of total mass [including mass of

ripper, if fitted] approximately 28-metric tons and flywheel power

approximately 245kW, pushed during loading by a bulldozer

equivalent to that specified in (b) (1) hereunder, or (iii) a track type

front-end loader of mass [including mass of ripper, if fitted]


145kW.(2) In the case of restricted excavation, "soft excavation" shall

be excavation in material that can be efficiently dug out by a back-

acting excavator of flywheel power approximately 0.10 kW per

millimetre of tined-bucket width, without the use of pneumatic tools

such as paving-breakers.

(b) Intermediate Excavation. (1) "Intermediate excavation", other

than in "restricted excavation", shall be excavation in material that

can be efficiently ripped by a bulldozer of mass approximately 35-

metric tons, fitted with a single-tine ripper suitable for heavy ripping

and flywheel power approximately 220kW. (2) In the case of

restricted excavation, "intermediate excavation" shall be excavation

in material that requires a back-acting excavator of flywheel power

exceeding 0.10 kW per millimetre of tined-bucket width, or the use

of pneumatic tools such as paving-breakers, before removal by

equipment equivalent to that specified in (a) (2) hereinbefore.

(c) Hard Rock Excavation. (1) "Hard rock excavation", other than in

"restricted excavation", shall be excavation [other than "boulder

excavation"] in material that cannot, before removal, be efficiently

ripped by a bulldozer equivalent to that specified in (b) (1)

hereinbefore. NOTE: Such excavation generally includes material

such as formations of unweathered rock that can be removed only

after blasting, or wedging and splitting. (2) In the case of restricted

excavation, "hard rock excavation" shall be excavation in material

[excluding boulder excavation] that cannot be efficiently removed

without blasting, or wedging and splitting.

(d) Boulder Excavation Class A. (1) "Boulder excavation class A", shall

be excavation in material containing more than 40% by volume of

boulders of size in the range 0.03 to 20m3 , in a matrix of soft

material, or smaller boulders. Excavation in dolomite formations,

other than solid dolomite, will be classed as "boulder excavation

class A", if the formation contains more than 40% by volume of

lumps of hard dolomite of a size in the range 0.03 to 20m3, in a

matrix of soft material, or smaller lumps of hard dolomite.

Excavation of solid boulders, or lumps of size exceeding 20m3, will

be classed as "hard rock excavation". Excavation of fissured, or

fractured, rock will not be classed as "boulder excavation" but as

"hard rock", or "intermediate excavation", according to the nature of

the material.

(e) Boulder Excavation Class B. (1) "Boulder excavation class B", shall

be excavation of boulders only, which (1) are in material containing

40%, or less, by volume of boulders of size in the range of 0.03 to

20m3, in a matrix of soft material, or smaller boulders and which (2)

require individual drilling and blasting in order to be loaded by a

track-type front-end loader, or back-acting excavator, as the case

may be, as specified in (a) (1), or (a) (2) hereinbefore. The excavation

of the rest of the material will be classed as "soft", or "intermediate

excavation", according to the nature of the material.

If the contractor considers that any of the excavations are more

difficult in nature than excavations in "earth", he shall immediately

notify the principal agent and quantity surveyor in writing. If the

contractor fails to make such notification, the excavations shall be

deemed to be in "earth" and shall be measured, and valued,

accordingly.

The contractor may, with the prior written permission of the

principal agent and in terms of the conditions of contract, use any

method he chooses to excavate any class of material, but his chosen

method of excavation shall not determine the classification of the

materials excavated.

Blasting

No blasting will be allowed without the prior written permission of

the principal agent.

If any blasting is necessary, the contractor shall take every

precaution to protect the works and persons, animals and property,

in the vicinity of the works. The contractor will be held responsible

for any injury, loss, and/or damage, caused by such blasting

operations and shall make good such loss and/or damage at his own

expense.

Risk of collapse

The contractor shall be responsible for the risk of collapse of all

excavated faces.

Where excavations do not exceed 1.5m deep, the nature of the

precautions to be taken shall be entirely at the contractor's

discretion. The contractor shall either provide temporary support to

the excavated faces, or carry the risk of collapse of the faces, with all

its implications and possible consequential costs. Where excavations

exceed 1.5m deep, the contractor shall maintain all excavated faces,

in accordance with Statutory and local Authority Regulations, and be

responsible for the resultant, and consequential, costs of any failure

in the aforesaid face-maintenance/s.

Working space risk of collapse

Excavations for working space shall include any additional risk of

collapse so incurred.

Keeping excavations free of water

The contractor shall protect the excavations from the ingress of

water. Any water which occurs in the excavations, whether as a

result of rain, or other causes, except subterranean water, shall

immediately be removed by baling, pumping, or other approved

method.

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 from stock piles situated on the building site. The

contractor is hereby deemed responsible for the choice of dump

site. If such dump site is foreclosed, or becomes unavailable, for any

reason, it remains the contractor's responsibility to provide a

suitable replacement dumpsite at no additional cost to the employer.

Filling

Notwithstanding the reference to prescribed multiple handling in

clause 1 page 6 of the Standard System of Measuring Building Work,

prices for filling and backfilling shall include for all selection and any

necessary multiple handling of material.

Compaction of all "filling" and "backfilling"

Unless otherwise described, all "filling" and "backfilling" is hereby

deemed to be compacted to 93%Mod.AASHTO dry density.

Removal, or carting away, of excavated material, or demolished, or

other, materials arising from the earthworks

Descriptions of "removing", or "carting away", of such material shall

be deemed to include loading such material onto trucks directly from

the works, or, alternatively, from stock piles situated on the site, and

taking such material to a registered dump-site that has been located

off-site by the contractor for such disposal. The contractor is hereby

deemed to be responsible for the choice of dumping site. If a dump-

site located off-site by the contractor is foreclosed, or unavailable,

for whatever reason, it remains the contractor's responsibility to

timeously obtain a suitable replacement dump-site without

additional cost to the employer.

Working space

Working space which might be required for purposes of the

contractor placing-and-removing formwork, or constructing brick

linings, or for purposes of executing any other ordinary builder's

work, is deemed not measurable where the excavation to which such

"working space" refers constitutes a horizontal dimension of 500mm,

or more, between the excavated vertical face and the face of the

structure being built.

Where "working space" is measurable, it shall be deemed to include

all additional excavation, including setting aside suitable excavated

material for use as back-filling, trimming sides, levelling and ramming

bottoms, risk of collapse to sides of such excavations, keeping such

excavations free of water from all sources, back-filling and

compacting to 98% Mod.AASHTO dry density and removing surplus

excavated material.

Density Tests on Earth and other Filling Materials

The contractor will not be entitled to claim for the cost of density,

and/or any other, tests that are required in terms of the specification

of earth and other materials required for "filling" works, where such

tests are a routine requirement contained in the description

associated with such parts of the works, and where the costs of such

tests are therefore an integral cost of the execution of such parts of

the works. The contractor will only be reimbursed for the

"additional" cost of density, and/or any other, tests that are

specifically prescribed in terms of a contract instruction, and which

tests represent additional undertaking by the contractor to that

required by the aforesaid specification.

Budgetary allowance

A budgetary allowance in these bills of quantities is hereby deemed

to mean a sum of money included in the contract sum for work

intended for execution by the contractor, the extent of which is

identified but not detailed (refer to clause 1.1 of the Agreement).

Such work will be evaluated in terms of the conditions of contract.

METHOD STATEMENT

36 893

The contractor is to submit to the principal agent, prior to the

commencement of any contractor's work, a written method

statement in respect of the contractor's proposed site establishment,

service arrangements, site clearance, excavation, location of spoil

heaps, etc., for written approval. If the contractor fails to comply

with this requirement and any "additional" expense is incurred as a

result of the contractor's unilateral choice of the location of his

establishment, or any other such unilateral decision by the

contractor, the consequential cost of rectifying such situation will be

for the contractor's account. Item 1

EXISTING WORK

37 258 The contractor shall verify all levels on site to an approved detail, and

report in writing thereon to the principal agent before commencing

the construction of the works. Item 1

37 623 Insofar as is reasonably possible, the contractor shall identify, and

expose where so directed by the principal agent, all underground

services on site. Item 1

BULK EXCAVATION, FILLING, ETC.

Excavation in earth not exceeding 2m deep

37 988 Excavate not exceeding 2m deep to reduce levels to receive surface

beds. m³ 2 544

Extra over trench and hole excavations in earth for excavation in

38 354 Intermediate material. m³ 280

38 719 Hard rock. m³ 432

CARTING AWAY

Extra over all excavations for carting away

39 084 Surplus material from excavations and/or stock piles on site to a

dumping site to be located by the Contractor m³ 2 517


39 449 Keeping excavations free of water Item 1

EARTH FILLING, ETC.

Bulk earth filling obtained from the bulk excavations and/or

prescribed stockpiles on site compacted to 95% Mod. AASHTO

density

39 815 Over site m³ 2 517

Bulk earth filling supplied by the contractor compacted to 95%

Mod. AASHTO density

40 180 Over site m³ 1 010

Prescribed density tests on filling

40 545 Modified AASHTO [American Association of State Highway and

Transportation Officials] Density test. No 3

40 910 Natural California Bearing Ratio test. No 3

41 276 Road Indicator test. No 3

41 641 Field Density test including "Optimum Moisture Content" (four

readings per test). No 3


BILL NO. 3

CONCRETE, FORMWORK AND REINFORCEMENT

PREAMBLES



quantities. ----------------------------------


All floors/screeds are to be laid in accordance with SABS 0155 - 1980

Accuracy in Buildings and SABS 0155-1980.

Cost 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 principal agent. The

testing shall be undertaken by an independent firm, or institution,

nominated by the contractor to the written approval of the principal

agent. (Test cubes are measured separately)

Breeze concrete

Breeze concrete shall consist of twelve parts clean dry furnace ash,

free from coal, or other foreign matter, to one part cement (12:1),

the ash graded up to particles which will pass a 16.5mm ring from a

minimum which fails to pass a 4.75mm mesh. The finer materials

from the screening are to be first mixed with the cement into a

mortar and the ash added afterwards and thoroughly incorporated.

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 re-conditioning 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.

Formwork to soffits of solid slabs, etc., shall be deemed to be to

slabs not exceeding 250mm thick, unless otherwise described.

Formwork to soffits of slabs, beams, etc., shall be deemed to be

propped up exceeding 1.5m and not exceeding 3.5m high, unless

otherwise described.

Formwork to sides of bases, pile caps, ground beams, etc., will only

be measurable where it is prescribed in writing by the principal agent

for design reasons. Formwork necessitated by irregularity, or

collapse of excavated faces, will not be measured and the cost

thereof shall be deemed to be included in the allowance for taking

the risk of collapse of the sides of the excavations, provision for

which risk is made in "Earthworks".

LIGHTWEIGHT CONCRETE

See Plasterer bill.

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

10MPa/19mm concrete

36 894 Surface blinding to receive footings and bases. m³ 24

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACE

30MPa/19mm concrete:

37 259 Strip footings m³ 62

37 624 Bases. m³ 77

37 989 Surface beds cast in panels on waterproofing. m³ 341

38 355 Stub columns in foundations. m³ 13

38 720 Upstand beams. m³ 4

39 085 Raft foundation beams m³ 8

39 450 Raft foundation surface beds cast in panels on waterproofing m³ 9

Reinforced Concrete cast in formwork

39 816 Slabs including beams and inverted beams m³ 22

40 181 Stairs including landings, beams and inverted beams. m³ 7

40 546 Ramps. m³ 14

40 911 Beams. m³ 103

41 277 Columns. m³ 41

TEST CUBES

41 642

Making and testing 150 x 150 x 150mm concrete strength test cube. No 95

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a steel trowelled

finish on green 250 micron polyethylene sheeting to comply with

SABS 952 Type C with minimum 150mm lap to DPC to brickwork.

42 007 Concrete slabs, ramps, in panels to falls. m² 51

Finishing top surfaces of concrete smooth with a wood float

42 372 Surface beds, ramps, in panels to falls. m² 57

Finishing top surfaces of concrete smooth with a power-float.

Particular attention is to be paid to the accuracy of the tolerances

that will be acceptable by the principal agent in respect of the

finishing details. Unacceptable tolerances will be rectified and the

cost of rectifications and/or replacement work will be at the

contractor's expense

42 738 Surface beds, in panels. m² 2 456

Polished concrete flooring, including exposing aggregate and Sika

'Curehard 24' or similar approved applied to manufactures

specification - Matt Finish.Supplier: Polished Concrete Flooring (Tel:

(0)11 100 3086 / (0)79 389 8690)

43 103 Surface beds, slabs, etc m² 80

GENERAL FORMWORK [NOT TO CONCRETE DESIGNED BY THE

CONTRACTOR]

ROUGH FORMWORK (DEGREE OF ACCURACY II)

Rougth formwork to sides and soffits

43 468 Bases m² 208

43 833 Rectangular stub columns in foundations. m² 129

44 199 Beams propped not exceeding 3.5m high m² 219

44 564 Beams propped exceeding 3.5m and not exceeding 5m high m² 692

44 929 Sides of ground-beams. m² 482

45 294 Sides of strip footings m² 94

Rough formwork to soffits

45 660 Soffits of slabs not exceeding 250mm thick m² 59

46 025 Soffits of slabs exceeding 250mm and not exceeding 500mm thick

propped up exceeding 1.5m not exceeding 3.5m high. m² 51

46 390 Soffits of stair landings. m² 48

46 755 Treads and risers m² 20

SMOOTH FORMWORK (DEGREE OF ACCURACY II)

Smooth and fair formwork to sides

47 121 Rectangular columns. m² 16

10 961 Rectangular columns with total height not exceeding 3.5m above

bearing level m² 276

11 326 Rectangular columns with total height exceeding 3.5m and not

exceeding 5m above bearing level m² 101

11 691 Rectangular columns with total height exceeding 3.5m and not

exceeding 5m above bearing level. m² 91

12 057 Rectangular columns with total height exceeding 5m and not

exceeding 6.5m above bearing level m² 60

Smooth formwork to sides and soffits

12 422 Isolated beams propped up exceeding 1.5m and not exceeding 3.5m

high. m² 142

12 787 Isolated beams propped up exceeding 3.5m and not exceeding 5m

high. m² 98

Boxing in special formwork to form:

13 152 25 x 25mm Vertical chamfer at corner. m 278

13 518 25 x 25mm Chamfer along top or bottom edge. m 131

MOVEMENT JOINTS ETC

10mm Thick soaked softboard with approved sealant slip joints

between vertical concrete and brick surfaces, including cement

mortar bed

13 883 Not exceeding 300mm wide. m 87

Horizontal keyed construction joints through concrete, 10 x 10mm

approved sealant with polyethylene bond-breaker backing tape,

including 10mm thick jointex with 10 x 10 tear off strip.

14 248 Surface beds not exceeding 200mmm thick. m 576

Isolation joints with closed cell expanded polyethylene filler

between vertical concrete surfaces

14 613 Not exceeding 150mm high vertically between edges of surface bed

and masonry walls. m 376


and concrete columns m 69

Saw-cut joints

15 344

3 x 50mm Saw-cut joints in top of concrete, reamed to 10 x 10mm a

minimum of seven days after concrete is cast, with approved joint

sealant with backing cord and bond breaker strip. m 691

REINFORCEMENT

Mild steel reinforcement to structural concrete work

15 709 Various diameter bars. t 11,17

High tensile steel reinforcement to structural concrete work

16 074 Various diameter bars. t 46,89

Welded steel mesh reinforcement

16 440 Ref. 193 in concrete surface beds, etc. m² 4 286

DOWELS

16 805

20mm Diameter x 350mm long high tensile steel dowel, including

casting one half into surface bed, coated in bituminous bond-

breaker, reinforcing-stools, expansion-cap with Jointex, other half of

dowel cast into abutting concrete. No 207


BILL NO. 4

WATERPROOFING

PREAMBLES



quantities. ----------------------------------


Waterproofing

Waterproofing of roofs shall be laid under a ten year guarantee.

Waterproofing to roofs shall be laid to even falls to outlets, etc., with

necessary ridges, hips and valleys. Descriptions of sheet, or

membrane, waterproofing shall be deemed to include additional

labour to turn-ups and turn-downs. --------------------------------------

DAMPPROOFING OF WALLS AND FLOORS

One layer 250micron polyethylene waterproof sheeting (SANS 952-

1985 type C) with minimum 150mm laps

36 895 Under surface beds m² 2 376

37 260 Under raft foundation m² 106

One layer 375micron polyethylene waterproof sheeting (SANS 952-

1985 type C) with minimum 150mm laps

37 625 In walls. m² 195

WATERPROOFING TO ROOFS, BASEMENTS, ETC

Clean down, prepare, prime, one layer 4mm thick Derbigum SP4

torch-on waterporoofing membrane with 75mm side-laps and

100mm end-laps laid "torch-on", including two coats bituminous

aluminium paint, all by approved Derbigum applicator

37 990 On flat roofs. m² 51

38 356 On bottoms and sides of planter boxes m² 593

38 721 150mm Girth fibreglass/polyester membrane sealed to masonry or

concrete surface, as flashing. m 301

39 086

Additional membrane 300mm girth at internal and external angles. m 79

39 451 Additional membrane around pipe penetration. No 17

PROTECTIVE ROOFING PAINT

Two coats "Silvakote" bituminous aluminium paint

39 817 On waterproofing to roofs. m² 51


BILL NO. 5

ROOF COVERINGS

PREAMBLES



quantities. ----------------------------------

INDOOR SPORTS COURTS

PROFILED METAL SHEET ROOFING

36 896 Roof sheeting and its accessories is to be guaranteed against failure

in material and workmanship for a period of 10 years after the date

of practical completion. Item 1

Safintra 0.50mm thick "SAFLOK 700 Colorplus AZ150", or equal and

approved, roof sheeting and accessories with "Chromadek"

permanent finish (Colour: "Rain Cloud") on one side, the sheeting

fixed to steel purlins

37 261 Roof covering in single lengths not exceeding 3m, fixed over

insulation (insulation elsewhere measured). m² 2 326

37 626 300mm Wide open valley, including fair raking cutting both sides and

sloping valley gutter with supporting brackets. m 66

37 991

Extra over on valley for purpose-made closure piece at junction of

head of valley with inner corner of masonry parapet wall. No 43

38 357 Extra over ridge capping m 67

38 722 Extra over side aluminium capping m 121

39 087 Extra on valley for fair end at junction of bottom of valley with eaves

gutter. No 46

39 452 Side wall flashing 550mm girth, against abutting side-walls. m 252

39 818

Cover flashing 500mm girth, against abutting side-walls, including

cutting groove in masonry or concrete walls, bending cover flashing

into groove, grouting solid and pointing. m 326

40 183 Narrow and broad rib sheet filler. m 262

40 548 Moulded narrow and broad rib polyethylene filler blocks. m 81

Safintra 0.50mm thick "NEWLOK Colorplus AZ150", or equal and



fixed timber trusses

40 913 Roof covering in single lengths not exceeding 3m, fixed over

insulation (insulation elsewhere measured). m² 76

41 279 Side wall flashing 550mm girth, against abutting side-walls. m 42

41 644

Cover flashing 500mm girth, against abutting side-walls, including

cutting groove in masonry or concrete walls, bending cover flashing

into groove, grouting solid and pointing. m 22

INSULATION

100mm Thick non-combustible, light-weight, "Factorylite", or equal

and approvedd, insulation with white metalised foil facing on one

side, with thermal resistance of 2.56m2.KW

42 009 Insulation laid taut over steel purlins (which are at approximately

1.5m centres), fixed concurrently with roof covering, twice-stapled

foil-edge joints, including white PVC coated straining wires at 300mm

centres [the roof trusses are curved - but insulation measured

horizontally flat]. m² 2 006

Lambdaboard laminated polyisocyanurate core board, minimum of

34kg/mÂ³ core density, minimum thickness of 90mm with thermal

resistance of 3.75 KmÂ²/W, including one coat primer professioal

waterbased gypsum sealer and two coats porfessional super matt,

colour to be specified by architect.

42 374 Insulation to exposed steel trusses m² 389

Watertight testing

42 740 Test the roof sheeting for watertightness. Item 1


BILL NO. 6

CARPENTRY AND JOINERY

PREAMBLES



quantities. ----------------------------------


Joinery

Hardwoods - All meranti shall have a minimum density of 550kg per

cubic metre at a moisture content of 12% (J.3). Infection and pre-

treatment of timber - The type of preservative used shall be

appropriate to the use of such timber. Unless otherwise described,

any prescribed treatment shall comply with SABS 10005 (J.4). Joinery

- No joinery shall be primed until it has been inspected and approved

in writing by the principal agent (J.9). Counter tops, etc., shall be

constructed of suitably wide boards with glued butt-joints. Boards

shall be in single lengths but, where this is not possible, the heading

joints shall be staggered. Toips shall be secured with metal, or

hardwood, "buttons" (J.9). All joinery shall be manufactured under

similar climatic conditions to those prevailing in the permanent

location of such joinery works (J.9).

Descriptions of frames shall be hereby deemed to include frames,

transoms, mullions, rails, etc.

Descriptions of hardwood joinery shall be hereby deemed to include

pelleting of bolt holes with pellets made from the same type of

hardwood, that matches the colour and grain.

In the case of wrot wood, the dimensions given are the NETT

dimensions, which account for a nominal 3mm planed off each such

wrot face. The contractor is hereby deemed to have taken account of

this in his prices.

Fixing

Items described as "nailed" shall be deemed to be fixed with

hardened steel nails or shot pins to brickwork or concrete.

Decorative laminated finish

Decorative laminate finish Laminate finish shall be glued under

pressure. Edge strips shall be butt-jointed at junctions with adjacent

similar finish.

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

DOORS, ETC.

Semi solid timber doors with commercial veneer on both sides for

painting included, with 348 fanlight complete with and including

4mm thick clear glazing, 1.5 thick pair hinges and lock jamb, top

and tie bar unit complete.

36 897 D01 - Overall size 1000 x 2380mm high. Refer to Drawing No AR/BSC-

P2/703.1 No 1

37 262 D01 - Overall size 900 x 2064 mm high. Refer to Drawing No AR/BSC-

P2/701.1 m 4

37 627 D03 - Overall size 1 000 x 2 380mm high. Refer to Drawing No

AR/BSC-P2/703.1 (Toilet Lobby Door) No 1

Semi solid timber doors with commercial veneer on both sides for

painting included, with 348 fanlight complete with and including

6.38mm thick clear PG Intruderprufe glazing, 1.5 thick pair hinges

and lock jamb, top and tie bar unit complete.

37 992

D04 - Overall size 900 x 2 380mm high. Refer to Drawing No AR/BSC-

P2/702.4 (Male & Female Ablution Door-Coffee Shop) No 2

38 358 D05 - Overall size 1 000 x 2 380mm high. Refer to Drawing No

AR/BSC-P2/702.5 (Paraplegic Door-Coffee Shop) No 1

Semi solid timber doors with commercial veneer on both sides

painted including, 1.5 thick pair hinges and lock jamb, top and tie

bar unit complete.


P2/701.6 (Lib-05) No 6

Fire rated solid timber door with viewing panel including

commercial veneer paint on both sides ,with 348 fanlight complete

with 1.5 thick pair hinges and lock jamb, top and tie bar unit.


P2/702.1 - (Coffee Shop - Service entry kitchen) No 1

Fire rated solid timber door with two 450x250mm 6.5mm thick

intruderpriufe NS laminated safety glazing viewing panel including

commercial veneer paint on both sides ,with 348 fanlight complete

with 1.5 thick pair hinges and lock jamb, top and tie bar unit,

aluminium glazing beads with noeprene gasket .


P2/702.2 - (Coffee Shop - Kitchen door) No 1

Fire rated solid Bitcon Rubidor Class B fire resistant timber door

with commercial veneer paint on both sides including 250 x

450mm viewing panel made of double glazed clear Georgian wired

glass with brushed stainless steel frame surround including

aluminium galzing beeds and neoprene gasket ,with 348 fanlight

complete with 1.5 thick pair hinges and lock jamb, top and tie bar

unit complete.


P2/702.3 (Coffee shop - Kitchen) No 1

Semi solid timber duct door with commercial veneer on both sides

for painting included, complete with 1.5 thick pair hinges and lock

jamb, top and tie bar unit complete.

40 184 D2 - Overall size 762 x 2 032mm high. Refer to Drawing No AR/BSC-

P2/703.2 Service Duct Door. No 4

40 549

D02 -Semi solid door 762 x 2064mm high, with 400 x 300mm

opening for louvre (D02).Refer to Drawing No AR/BSC-P2/703.2 No 1

40 914

D4 -Semi solid door 1000 x 2032mm high, with 400 x 300mm

opening for louvre (D4).Refer to Drawing No AR/BSC-P2/701.4 No 2

Flush panelled single leaf and swing rebated door by specialist with

commercial veneer on both sides for painting, hung to and

including door frame painted complete.


P2/701.5 (Lib -0/09, Lib-0/20) No 1


BILL NO. 7

CEILINGS AND PARTITIONS

PREAMBLES



quantities. ----------------------------------


Descriptions

Items described as "nailed" shall be deemed to be fixed with

hardened steel nails, or pins, or to be 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 500mm centres, and

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

Items described as "bolted" are hereby deemed to include holing for

bolts at not exceeding 600mm centres, the bolts being measured

elsewhere.

Notches and holes that do not exceed 300mm diameter, or 0.07m2

in area, are hereby deemed to be included in the descriptions of the

ceilings, bulkheads and partitions, and no claim for additional costs

arising from the tenderer having failed to take this into account will

be acceptable. Openings that exceed 300mm diameter, or 0.07m2 in

area, are measured in number as "Extra over ceiling", or "Extra over

bulkhead", or "Extra over partition", and descriptions are hereby

deemed to include additional trimmers, hangers, etc., insofar as they

apply, and making good.

Ceilings

Unless otherwise described, ceilings shall be deemed to be

horizontal.

Electrical light fittings, diffusers, panels, etc., are generally "lay-in"

units of the same dimensions as the suspension grid and the

contractor is hereby deemed to have made adequate provision in his

cost rates for their support, inclusive of any flexibility in setting out

that may be required (ceiling panels have not been deducted and

pricing is to take cognisance thereof).

Bulkheads

Bulkheads are hereby deemed to be those elements of the ceiling

which are at a lower level to the general surrounding ceiling in a

particular location. "Bulkheads" generally occur along, but are not

necessarily limited to, the perimeter of such a location. The purpose

of a "bulkhead" is hereby deemed to be to conceal services, or to

create an architectural feature, or to fulfill both such purposes.

A "bulkhead" will only be measurable as such when it conforms to

the above-mentioned description and when its horizontal, and

vertical, dimension does not exceed 1 200mm. If the horizontal

dimension exceeds 1 200mm, such work will be measured as part of

the "horizontal ceiling" work.

If the vertical dimension of such work exceeds 1 200mm, it will be

measured as "Vertical step in horizontal ceiling", in lineal metres.

Unless otherwise described, bulkheads shall be deemed to be

horizontal along the length.

Holes through ceilings, bulkheads, partitions and parts thereof

Claims by the contractor for payment for work that is deemed

measurable, in respect of the conditions of contract, and which

comprises:- (1) leaving, or forming, holes and notches through

ceilings, bulkheads, partitions and parts thereof for the

accommodation of services (pipes, cables, ducts, etc.), and (2)

sealing around holes and notches for fire-proofing and/or acoustic

insulation purposes, must be timeously substantiated by the

contractor by means of his obtaining formal, written, itemised,

authorisation from the party responsible for the instruction of such

work. Failure by the contractor to comply with the requirements

described in items (1) and (2) hereinbefore will invalidate any such

claim by the contractor and the costs of such work will be for the

contractor's account. It is the contractor's responsibility to give

reasonable written notice to the principal agent for the purposes of

mutually viewing and evaluating, at a reasonable time that is

mutually convenient, the abovementioned work with the contractor

before such work is covered up. Failure by the contractor to comply

with such notice requirements will require the contractor to expose,

and re-cover, such work, for the purposes of its due viewing and

evaluation, at the contractor's own cost.

Steel components

All steel components for ceilings, partitions, etc., are to be galvanised

in accordance with SANS 121.

SUSPENDED CEILINGS

CEILING TILES

Proprietary suspended ceilings

NOTE: 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 in setting out that may be required (ceiling panels

have not been deducted and pricing is to take cognisance thereof). ---

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

Ceiling comprising 595 x 595 x 9mm thick Gyprex Fissured ceiling

tiles backed with 25mm thick polystyrene insulation, fissured

white finish, suspended on, and including, "Donn QRC T38V" tee

suspension system with main tees at 1200mm centres and cross

tees between each tile at 600mm centres all according to

manufactures specifications, including hold-down clips, galvanised

hangers, etc.

36 898

Ceilings suspended not exceeding 1000mm below steel purlins which

are at centres exceeding 1200mm and not exceeding 1400mm. m² 218

37 263 Extra over ceiling for opening for sprinkler head. No 60

37 628 Extra over ceiling for opening for 600 x 600mm light fitting. No 40

37 993 Extra over ceiling for 600 x 600mm opening for ventilation grille/air

conditioning diffuser No 20

Ceiling comprising 1195 x 595 x 9mm thick Gyprex Fissured ceiling

tiles backed with 25mm thick polystyrene insulation, fissured

white finish, suspended on, and including, "Donn QRC T38V" tee

suspension system with main tees at 1200mm centres and cross

tees between each tile at 600mm centres all according to

manufactures specifications, including hold-down clips, galvanised

hangers, etc.

38 359

Ceilings suspended not exceeding 1000mm below steel purlins which

are at centres exceeding 1200mm and not exceeding 1400mm. m² 362

38 724

Extra over suspended ceiling with Nuclad ceiling tiles for peripheral

margin against surrounding walls, the margin not exceeding 500mm

wide, comprising 6.4mm thick plasterboard, skim-plastered, and with

shadow-line perimeter detail against wall [see detail on drawing No.

AR/BSC-P1-MPC/220 stage T] and "Flush plaster and Lay-in Interface

Detail [see drawing No. AR/BSC-P1-MPC/220 stage T], including Donn

plaster trims against walls, Donn corner-beads and Donn SM25 wall-

angles at interfaces [First Floor Offices 4, 5, 6]. m 170

39 089 Extra over ceiling for opening for sprinkler head. No 90



conditioning diffuser No 112

FLUSH PLASTERBOARD CEILINGS

Gypsum board flush plastered ceiling, comprising 9.5mm thick

Rhinoboard, "Donn QRC T37K" suspension system, galvanised main

tees at 1200mm centres and cross- tees at 600mm centres, joints

taped and the whole ceiling skim- plastered and polished

40 185 Ceilings suspended not exceeding 1000mm below steel purlins which

are at centres not exceeding 1200mm. m² 487

40 550

Ceilings suspended exceeding 1000mm and not exceeding 2000mm

below steel purlins which are at centres not exceeding 1200mm. m² 213

40 915 L-section bulkhead 600mm wide x 100mm high, suspended not

exceeding 1m below concrete soffits m 69

41 281 L-section bulkhead 735mm wide x 100mm high, suspended not


41 646 L-section bulkhead 600mm wide x 1Â 365mm high, suspended not


42 011 Circular cutting around 300mm diameter units. m 32

42 376 Opening for sprinkler head. No 45

42 742

Extra over ceiling for opening for 150mm diameter downlighter. No 96



conditioning diffuser. No 61

Circular Gyroc Rhino Board with 3mm skim hanged with Donn

Galvanised Hanger Wire coat plaster fixed to 25 x 25mm galvanised

steel angles using Gyproc Rhinoboard SharpPoint screws, as per

architects specifications.

43 837 1Â 500mm Diameter panel No 16

Everite 10mm high density Nutec plain flat sheet fixed onto timber

support frame to manufacturers specifications

44 203 Ceilings suspended not exceeding 1000mm below steel purlins which

are at centres not exceeding 1200mm. m² 904

Cornices, etc

44 568

Donn plaster trim cornices plugged at 300mm centres(Shadowline

perimeter detail on drawing AR/BSC-P1-MPC/220 stage T). m 1 196

44 933 Plaster Trim m 551

PARTITIONS, ETC.

Services in partitions:

Partitions accommodate some services, such as electrical conduits,

switches, power outlet points, light-points, etc. Such electrical

conduits, switches, power-outlet points, light-points, etc., will form

part of the electrical work. The provision and making good of holes

through partitions, and elements of the partitions, is hereby deemed

to be part of the contractor's general attendance on the electrical

work. The contractor is hereby deemed to have timeously

familiarised himself with all such service requirements' provisions to

the extent that such provisions will be included in the contractor's

Construction Programme and General Attendance scope of works.

Only if the contractor is forced, through no fault of his own, to

undertake, out of sequence, the creation and making good of holes,

etc., through partitions, and elements of partitions, will such special

attendance be regarded as being additional work and be measured

as such in terms of the conditions of contract.

Gypwall Firestop 102/F60/S55, or equal and approved, dry-wall

partitioning, installed accoridng to manufacturers specifications

Range of stud options to match performance requirements; Acoustic

stud option for enhanced acoustic performance; Achieves high levels

of sound insulation up to Rw 81dB; Donn UltraSTEEL metal

framework will not twist, warp or rot; Fire resistance tested in

accordance with SANS 10177: Part 2; Acoustic ratings tested in

accordance with SANS ISO 140-3: 1995; Impact rating tests according

to in BS 5234: Part 2.

Drywall partitioning, unless otherwise described, shall comprise steel

studding formed of top- and bottom-tracks with vertical studs at

maximum 600mm centres, friction-fitted, or pop-riveted, to the top-

and bottom-tracks, with similar additional vertical studs, as

necessary, at abutments, ends, etc. and covered on both sides with

two layers of 15mm thick wallboard screwed to studding with

"Drywall" screws at maximum 220mm centres. the cavity filled with

and including 102mm thick Isover Cavitybatt. Boards are to be butt-

jointed, finished with tape and jointing compound. Both sides of

each partition are to be finished with gypsum skim plaster and

trowelled to a smooth polished surface. Intersections and abutments

are measured separately and descriptions shall be deemed to include

any additional studs, corner beads, jointing compound, tape, etc.

NOTE: Wall paper and/or paint and varnish finishes are measured

elsewhere. ---------------------------------

45 298 Partitioning 4.37m high with bottom track plugged and top track

plugged to soffit of roof covering. m 65

45 664 Extra over partition 4.37m high for vertical abutment. No 20

46 029 Extra over partition 4.37m high for fair end. No 5

46 394 Extra over partition 4.37m high for T-junction. No 2

46 759 Extra over partition 4.37m high for corner. No 15

PG BISON 22mm thick, melamine faced Bisonboard, including Peen

finish to architects approval

47 125 Column cladding m² 38

ACOUSTIC WALL PANELS

Custom made "Tunesober" acoustic wall panels by Green Acoustics,

or similar approved fixed to wall as per manufactures details

10 965 To walls m² 117


BILL NO. 8

FLOOR COVERINGS

PREAMBLES



quantities. ----------------------------------




FLOOR COVERINGS

Internal floor screeds are described and measured with each

individual type of floor covering item and the cost of each floor

covering item is therefore deemed to include the cost of its screed.

36 899 Timeously test all sub-floor concrete for moisture content, prior to

laying its finish, and issue the results to the principal agent in an

acceptable, clear, legible and easily understandable format [Refer to

Specification document page 2, fourth item; and page 3, bottom of

page]. Item 1

Legno 0.5mm stick down vinyl click floor covering, laid with, and

including, adhesive, on, and including its screeed

37 264 Floors m² 1 391

37 629 Floors in narrow widths m² 63

Belgotex Hercules 3.66m Broadloom

37 994 Floors m² 413

38 360 Floors in narrow widths m² 22

Entrance matting - Star gripper plus Product code 5901 (Indicated

supplier Matcomarketing or equally approved). Matting laid in

15mm deep recessed opening in screed, edged with aluminium

edging strip. Colour- Black PVC with charcoal grey inserts.

38 725 Floors m² 21


BILL NO. 9

IRONMONGERY



quantities. ----------------------------------

NOTE: Unless otherwise stated herein, all items in this Bill shall be

deemed to fall into Work Group No. 132 for Cost Price Adjustment

Purposes. ---------------------------------

BATHROOM FITTINGS

36 900 'FRANKE" Double toilet roll holder Model/Type STRX672. Toilet

rollholder with spindle system for wall mounting, maufactured from

18/10 1.2 Stainless steel, satin finished with surface treatment.

Product Code 359716. No 22

37 265

'FRANKE" Sanitary Towel Disposal Bin Model/Type STRX611. Surface

mounted disposal bin, manufactured from 18/10 1.2mm Stainless

steel satin finished with surface treatment. Product Code 359740. No 11

37 630

'FRANKE" Soap Dispenser Model/Type STRX618. Surface mounted

soap dispenser, manufactured from (18/10) 1.2mm Stainless steel,

satin finished with surface treatment. Product Code 359705 No 22

37 995

'FRANKE" Hand Dryer Model/Type HF2400HD. Sensor operated hand

dryer for wall mounting. manufactured from (18/10) 1.2mm Stainless

steel. With Satin finish. Product Code 359961. No 4

38 361 'FRANKE" Paper Towel Dispenser/Type RODX600 for wall mounting,

0.8mm stainless steel, surface satin finished, folded front cover,

cylinder lock with Franke standard key, incl. stainless steel screws

and dowels No 10

38 726 FRANKE Waste Bin Model/Type STRX605. Surface mounted waste

bin, manufactured from 18/10 1.2mm Stainless steel satin finished

with surface treatment. Product Code 359730 No 14

39 091 Kimberley Clark SA Fragrance Dispenser by "Kimberley Clark SA" or

acceptable equivalent No 14

39 456 HARROGATE Condom Dispenser unit, with Grade 304 satin finsh

stainless steel, or acceptable equivalent No 11

39 822 Cobra T SPRAY-KIT Trigger control hand spray, high pressure

Chromalux hose, angle valve and hand shower holder or acceptable

equivalent No 3

PINNING BOARDS, WRITING BOARDS, PROJECTION SCREENS, ETC.

Ascot Site Solutions Executive

40 187 3000 x 1200mm High Excecutive magnetic white writing board with -

Aluminum frame including full length pentray by Ascot Solutions or

similar apporved, plugged. No 4

INTERNAL WINDOW ROLLER BLINDS

All roller blinds are fixed to the plastered reinforced concrete soffits

of openings.

Roller Blinds - Polyester and Cotton Blend - colour to Architects

Selection

40 552 4 400mm wide x 5 600mm high. No 3


BILL NO. 10

STRUCTURAL STEELWORK

NOTE: Tenderers are advised to study the Model Preambles for


quantities. ------------------------------------


Descriptions Descriptions of bolts shall be deemed to include nuts

and washers Descriptions of L-shaped and U-shaped anchor bolts

shall be deemed to include bending, threading, nuts and washers

and embedding in concrete Descriptions of expansion anchors and

bolts and chemical anchors and bolts shall be deemed to include

nuts, washers and mortices in brickwork or concrete Where anchor

bolts are described as embedded in sides or soffits of concrete it

shall be deemed to include holes through formwork

General Notes

1.) Steelwork shall be in accordance with the following

specification:-(a) Structural steelwork SABS 10162 Part 1 and SANS

2001- CSI(b) Hot rolled sections SABS 1431.(c)

Fabrication and erection SABS 1200H.2.) Steelwork is to be grade

S355JR (Steel EN 10025-2-S355JR); Hollow sections - steel with a

yield stress of 300 MPa to SANS 657 part 1.3.) Unless indicated

otherwise, all site splices, moment- connections and butt-welds are

to be full-strength.4.) All bases are to have 50mm diameter

grouting holes.5.) All bolts are to be grade 8.8.6.) Two bolts

minimum per connection for channels and bracing only (eccentric

loadings are to be avoided).7.) All beams are to have a minimum of

four bolts per connection.8.) Unless indicated otherwise, all welds

are to be 6mm continuous fillet.9.) Minimum plate thickness is to

be 8mm, unless otherwise indicated.10.) Unless indicated

otherwise, the number of end-connection bolts must satisfy the

loads shown on the steelwork plans.11.) End connection bolts are to

be equally spaced along the end plate, or cleat.12.) Loadings

under 150kN are omitted.13.) All steelwork numbers are to be

prefixed.

Corrosion protection and its cost The cost of all structural steel,

including galvanised elements, and the one-side of all gutters and

rainwater down-pipes, is hereby deemed to include the removal by

scraping of all mill-scale, the removal of all grease and contaminants

using Plascon Aquasolv degreaser (code Gr.), or similar and approved

method, followed by fresh water rinses, and preparing the steel with

wire-brushing to Grade St.3 of Swedish Standard SIS 05 59 00; and

one coat (35-microns) zinc phosphate primer, in accordance with

SABS681; and one coat (35-microns) multi-purpose undercoat, in

accordance with SABS681; and one coat alkyd-based enamel (35-

microns) to an approved colour. Damaged areas of paint shall be

deemed to be made good on site by the contractor in accordance

with SABS0120 and tendered rates are deemed to include all these

requirements.

All structural steelwork, including welding, is to be to an extremely

neat aesthetic standard and to "architectural standard". Work that

does not comply with the requisite architecturally aesthetic

standards will require to be replaced at the cost of the contractor.

SHOP DRAWINGS

36 901

The contractor shall timeously prepare and submit one set of "shop

drawings" of the proposed structural steel part of the works which

drawings depict all the required design information, assumed

loadings, applied finishes, cladding, etc., to the required scale. Such

shop drawings shall be verified as being to his/her approval by the

appended signature of a currently registered structural engineer

[PrEng.] employed by the contractor. Item 1

Bolts to columns, beams, etc.

37 266

20mm Diameter chemical anchor bolt, 500mm girth, including

mortice in reinforced concrete [Indoor Sports Courts roof trusses]. No 52

STEEL COLUMNS

Galvanised column support bolted to steel and concrete

37 631 254 x 146 x 37 I-Section t 3,33

37 996 320 x 200 x 10mm Rectangular Hollow Section t 0,48

Welded bracing, etc. with flat section connection plates bolted to

steel

38 362

Allowance for connection plates, base plates, angle-sections and bolts t 0,05

STEEL PURLINS, GIRTS, BRACING, ETC.

Purlins bolted to steel

38 727 125 x 75 x 20 x 2.5mm x 5.82kg/m Cold-formed lipped channel-

section [CFLC] purlins t 1,60

39 092 125 x 75 x 20 x 2mm x 4.71kg/m Cold-formed lipped channel-section

[CFLC] purlins t 8,83

Welded bracing, etc. with flat section connection plates bolted to

steel

39 457

Allowance for connection plates, base plates, angle-sections and bolts t 1,57

STEEL RAFTERS

Welded columns, roof elements of IPE section rails, struts, braces,

cleats, etc and flat section bearer, gusset and connection plates

bolted to steel

39 823 356 x 171mm x 45kg/m I-section t 43,61

40 188 203 x 133 x 25kg/m I-section beam t 2,72

Bolts to trusses etc

40 553 M16 HD Bolts No 96

HAILGUARDS

Mentex 130/VEM 280D galvanised expanded metal mesh 8 x 20mm

x 3.27kg/mÂ²

40 918 Hailguards 1000mm girth four-times bent along length laid loose in

box gutters, in manageable lengths. kg 344


BILL NO. 11

METALWORK

PREAMBLES



quantities. ----------------------------------


Descriptions of bolts, anchors, etc

Descriptions of bolts shall be deemed to include nuts and washers

Descriptions of expansion anchors and bolts and chemical anchors

and bolts shall be deemed to include nuts, washers and mortices in

brickwork or concrete

Items described as "holed for bolt(s)" shall be deemed to exclude the

bolts unless otherwise described


fibre, plastic or metal plugs at not exceeding 600mm centres

SUNDRY GALVANISED STEELWORK

Corner protectors

36 902 80 x 80 x 8mm x 9.63kg/m L-section corner protectors in varying

lengths with 12mm diameter fishtail lugs each 150mm girth welded

on at 500mm centres, cast into concrete, or cut and pinned into

masonry [In No. 72]. kg 752

PERFORATED ALUMINIUM DECORATIVE SCREENS

For "Special Scaffolding" for the Screens part of the works [if

required by the contractor] refer to BUILDER'S WORK IN

CONNECTION WITH SPECIALIST TRADES bill.

Hunter Douglas 400 AF solar control fin, powder coated to

architects specifications , or equal and approved, fixed with, and

including metal framed surrounds, coupling sections and integrated

supplementary support-work, fixed to reinforced concrete,

including all setting-out, temporary supports, insulation, spacers

and fixings

37 267

Louvres to fa×§ade, including approximately 100mm continuous

profile wide all around [viz.cill, head, two reveals], structural

supporting frames fixed to reinforced concrete, and/or masonry, and

all fixings conplete as per detail drawing AR/BSC-P2/502 . m² 153

SUNDRY ALUMINIUMWORK

300 x 80mm powder coated aluminium cappings with sealed joints

fixted to brickwork or concrete as per architects specifications

37 632 Wall cappings m 290

Prefabricated powder coated aluminium fascia profile as per

architect's specifications

37 997 Approximately 2020mm Girth paneling with 3 bends, including all

supportwork and fixing to brickwork and steel as per architects

specifications m 75

Prefabricated seamless powder coated aluminium gutter size to

engineers speifications

38 363 Gutters fixed to roof sturcture and brickwork m 177

38 728 Extra over for bends No 8

39 093 Extra over for ends No 12

39 458 Extra over for downpipes No 14

Prefabricated powder coated aluminium louvre grills fixed to doors

complete as per architects specifications

39 824 400 x 300mm louvre grille No 2

Trellidor TSS800 Bifold Aluminium security shutter installed

complete as per manufactures specifications. Colour as per

architects specification.

40 189 Approximately 5Â 165 x 3Â 620mm high shutter gate No 1




PROFILED METAL SHEET CLADDING

Safintra 0.50mm thick "NEWLOK Colorplus AZ150", or equal and



fixed to masonry walls and/or timber

41 650 Side wall cladding m² 24

GALVANISED MILD STEEL HANDRAILS, BALUSTRADES, ETC.

Welded sloping handrails to stairwells, ramps

42 015

40mm External diameter continuous pipe rails with 2mm wall

thickness, including 12mm diameter x 150mm girth bent pin with

one end welded to hand-rail at not exceeding 450mm centres, and

other end cut and pinned to wall, including mortice. m 17

Extra over hand-rail for

42 380 Rounded closed end. No 6

42 746 Mitred L-intersection. No 8

43 111 Ramp or knee. No 6

Fixings and sundries

Welded balustrading, comprising 50mm diameter hand- and

bottom-rail, 40mm diameter posts at not exceeding 1400mm

centres, including welded-joint connections, filled in with

approximately 1275 x 800mm high perforated steeel plate panels,

each panel fixed with, and including six U-shaped steel cleats with

bolt and cap nuts, to posts and hand-rails

43 476 1000mm High horizontal balustrading m 13

43 841 1000mm High raking balustrading. m 29

Extra over balustrading for the following:-

44 207 90Â° Angle short-radius bend on hand- or bottom-rail. No 4

44 572 1000mm Wide vertical closure-rail including two 90Â° bends [joining

horizontal hand- and bottom-rails together]. No 2

44 937 1000mm Wide vertical closure-rail including one 45Â° and one 135Â°

bends [joining raking hand- and bottom-rails, which are 1000mm

apart]. No 8

DOOR FRAMES, DOORS, WINDOWS, ETC.

1.2mm thick mild steel single rebate door frame (including wall-

cramps, three butt-hinges per door-leaf, stainlesss steel keep for

door-lock, preparing and priming frames, but painting measured

elsewhere) frames suitable for half brick thick walls

45 302 1.2mm thick steel single rebate door frame 762 x 2064mm high

complete with 1.5mm thick hinges and lock jamb, top and tie bar

unit. (D02) No 5

45 668 1.2mm thick steel single rebate door frame 900 x 2064mm high, with

348fanlight complete with 1.5mm thick hinges and lock jamb, top

and tie bar unit. (D1 , D3, D4) No 6

46 033 1.2mm thick steel single rebate door frame 1000 x 2032mm high,

with 348 fanlight complete with 1.5mm thick hinges and lock jamb,

top and tie bar unit m 2


with 348 fanlight complete with 1.5mm thick hinges and lock jamb,

top and tie bar unit No 8


complete with 1.5mm thick hinges and lock jamb, top and tie bar

unit. No 1


with 348fanlight complete with 1.5mm thick hinges and lock jamb,

top and tie bar unit. No 1

10 969 By Specialist (D5) No 2

1.6mm thick mild steel single rebate door frame (including wall-

cramps, three butt-hinges per door-leaf, stainlesss steel keep for

door-lock, preparing and priming frames, but painting measured

elsewhere) frames suitable for half brick thick walls

11 334 Frame of door 1500 x 2032mm high No 1

GALVANISED STEEL WINDOWS, DOORS, ETC

Refer to attached window schedules AR/BSC-P2/603(playground and

Study Centre), AR/BSC-P2/601 (Library) AR/BSC-P2/602 (Coffee Shop)

for details of screens, doors and windows. The Tenderer is hereby

deemed to have taken all such details into account in his/her Tender.

All frames to be covered and protective tape during construction

using low tac pvc tape and plasteic sheeting to internal and external

surfaces Protection to be removed only once construction work

about the frame is complete. Openings to be measured on site prior

to manufacturing All dimensions to be verified on site before

commencement of shop drawings or manufactire. Any errors,

discrepancies or omissions to be brought to the attntion of the

Archtects immediately.

Galvanised steel frame painted to Architect specification with PG

Intruderprufe 6.38mm NS glass, including ironmongery complete,

sealing, etc and fixing to brickwork or concrete.

11 699 Overrall size 600 x 672mm high, refer to detail drawing AR/BSC-

P2/603.1 (W-01) -Disabled toilet/Cleaner's store No 2

ALUMINIUM WINDOWS, DOORS, ETC.

General Specification for glazed architectural products, insofar as

they do not conflict with the architect's Specification.

The Specification for glazed architectural products shall be that

described in Chapter I of the AAAMSA Fenestration Selection Guide

for Glazed Architectural Products, dated June 2008 Version 1.0.In

terms of clause 1.3.1.1, unless otherwise described elsewhere, the

contractor shall assume a Terrain Category 1. In terms of clause

1.3.1.3, unless otherwise described elsewhere, the contractor shall

allow for thermal movement due to an atmospheric temperature

range of -10degrees Celsius to 庂랞 Celsius.In terms of clause

1.3.1.4, unless otherwise described elsewhere, the contractor shall

allow for opening vents to be tested in accordance with AAAMSA

Performance Test Criteria for performance category A3.

The Specification for Testing Procedures for glazed architectural

products shall be that described in Chapter II of the AAAMSA

Fenestration Selection Guide for Glazed Architectural Products,

dated June 2008 Version 1.0.

The Specification for Design of glazed architectural products shall be

that described in Chapter III of the AAAMSA Fenestration Selection

Guide for Glazed Architectural Products, dated June 2008 Version 1.0.

The Specification for Selection of Glazing Materials for glazed

architectural products shall be that described in Chapter IV of the

AAAMSA Fenestration Selection Guide for Glazed Architectural

Products, dated June 2008 Version 1.0.

The Specification for Glazing of glazed architectural products shall be

that described in Chapter V of the AAAMSA Fenestration Selection

Guide for Glazed Architectural Products, dated June 2008 Version 1.0.

The Specification for Hardware and Door Controls for glazed

architectural products shall be that described in Chapter VI of the

AAAMSA Fenestration Selection Guide for Glazed Architectural

Products, dated June 2008 Version 1.0.

The Specification for Surface Finishes of glazed architectural products

shall be that described in Chapter VII of the AAAMSA Fenestration

Selection Guide for Glazed Architectural Products, dated June 2008

Version 1.0.

The Quality Assurance, Inspection Guidelines and Certification for

glazed architectural products shall be that described in Chapter X of

the AAAMSA Fenestration Selection Guide for Glazed Architectural

Products, dated June 2008 Version 1.0. ---------------------------------------

---

IMPORTANT NOTE Any window described in the bills of quantities as

being "fixed into prepared opening in Partition" is deemed to be

ultimately permanently fixed therein by means of a system, that

renders the installation waterproof, and has the prior written

approval of the principal agent. Partitions that have been described

in the bills of quantities as "including openings for windows" are

deemed to have openings that are so designed and constructedd

that they form an integral part of the above-mentioned system that

is guaranteed by the contractor to be waterproof.

12 065

Submit a copy of the relevant AAAMSA Performance Test Certificate

from the manufacturer who is supplying the products. Only

Certificates validated after 15 January 2003 are acceptable. Item 1

12 430 Submit the AAAMSA Surface Finishing Certificate confirming that all

anodising and/or powder-coating is in accordance with SANS 999

and SANS 1796 respectively. Item 1

12 795

Submit a guarantee of not less than fifteen years for each proposed

powder from the powder manufacturer. The specific conditions

contained in such guarantee shall form part of the powder-coating

process and may only be applied by an approved powder-applicator. Item 1

13 160 Submit the AAAMSA Glass and Glazing Certificate confirming that

glazing has been installed in accordance with SANS 10137, that

safety glazing has been installed in the mandatory areas and that

each individual pane of safety glazing material has been permanently

marked accordingly. Item 1

13 526 Submit a warranty from the manufacturer of the laminated safety

glass against delamination and colour-degradation for a period of

not less than five years. Item 1

13 891

Timeously prepare "working drawings" for all glazed aluminium work

and submit one set to the principal agent for written approval prior

to starting its manufacture. Such drawings shall depict all the design

and technical information that could be reasonably expected in

order to depict the comprehensive specification of such proposed

work, including assumed wind-loading, glass and glazing,

ironmongery, method of fixing, finishes, etc. The selection of

aluminium alloy extrusions and the specific hardware and

door/window-controls for this work is at the discretion of the

contractor. But, before making any assumptions in this respect, the

contractor shall submit samples of all his proposals and obtain the

principal agent's written approval thereof. All costs arising from the

contractor's failure to comply with this requirements shall be for the

contractor's account. Item 1

Testing of windows to ensure watertightness

14 256

As the windows are fixed they shall be glazed and prepared so that

each window can be tested for watertightness with water sprayed on

by means of a 20mm hosepipe using adequate pressure. If the

pressure proves to be inadequate, in the opinion of the principal

agent, then the pressure in the hosepipe shall be boosted by means

of compressed air, or other approved means. Each window section

shall be tested under the supervision of the principal agent and

approved, in writing, before final acceptance of the fenestration. Item 1

Sample glazed anodised aluminium window

14 621

Sample natural anodised aluminium window size overall 1200 x

2560mm high (as window W05) to serve as a "mock-up". This sample

will be evaluated by the principal agent for quality acceptability.

After approval, this window shall remain built in position for the

duration of the execution of the works, as representing the approved

standard for such materials and workmanship. No 1

14 987 Conduct static and dynamic tests on the "mock-up", in accordance

with the principal agent's requirements. Item 1

GLAZED ALUMINIUM WINDOWS, SCREENS, DOORS

Refer to attached window schedules AR/BSC-P2/603(playground and

Study Centre), AR/BSC-P2/601 (Library) AR/BSC-P2/602 (Coffe Shop)

for details of screens, doors and windows. The Tenderer is hereby

deemed to have taken all such details into account in his/her Tender.

Notwithstanding what is contained in the fourth paragraph of clause

1 on page 1 of the Standard System of Measuring Building Work, and

without altering its intention, or the intention of anything else

contained in such Standard System, the cost-rate for glazed

aluminium work is hereby deemed to include for all fixing in position

and protection of such work. The design requirement is that the

glazed aluminium work is built directly into the masonry, or

concrete, or steel, structure without benefit of "subframes", or

"grounds", or similar means of pre-forming openings, unless this is

deemed by the contractor to be essential, in which case the

contractor is hereby deemed to have taken this essential

requirement into account in his pricing and to have stated such

requirement in his Qualificvations to Tender. All costs that might

arise from the contractor's failure to comply with this requirement

shall be for the contractor's account.

Cost rates are hereby deemed to include the cost of all louvres,

ironmongery for louvres, handles, locks, butt-hinges, accessories,

glass and glazing and the required finish all as indicated on the

window schedule, and in the Preambles and Specification.

The cost of doors are hereby deemed to include the cost of three

heavy-duty butt-hinges per glazed leaf, two 150mm long concealed

barrel-bolts and keeps per leaf, one narrow-stile concealed master-

keyed mortice-lock per door, one heavy-duty door closer per leaf. All

ironmongery is deemed to be high quality in a finish, and with

fixings, that match the doors.

Reynaers CW 50 redesign Alu Stand Komp Gasket 9/3.5mm (9/9mm

TT) approved, purpose-made, powder coated natural silver

aluminium, windows in accordance with window schedules and

drawings (location shown in brackets after each item), in

accordance with AAAMSA standards PTHA2 and PSHA2, including

outer-surrounds, mullions, transoms, opening-casements, louvres,

butts, patented opening-catches, keeps, hold-open mechanisms,

handles, fixings, glazed with, and including 6.mm thick Cool lite ST

120 toughened, or equal and approved.glass

15 352 Overall size 10885mm x 3600mm high. refer to drawing nbr AR/BSC-

P2/601.1 (W1- Library - Activity Room). No 1

HBS Nuklip casement, purpose-made,powder coated aluminium

(charcoal grey or equally approved), windows in accordance with

window schedules and drawings (location shown in brackets after

each item), in accordance with AAAMSA standards PTHA2 and

PSHA2, including outer-surrounds, mullions, transoms, opening-

casements, louvres, butts, patented opening-catches, keeps, hold-

open mechanisms, handles, fixings, glazed with, 3 No. SECNO N 24 25

230V ac Chain actuator and including 6.mm thick Cool-lite ST 120

toughened and equal approved glass

complete.|H3|0.0|||||22/11/2019 10:44:16|

15 717 Overall size 450mm x 450mm high. refer to drawing no. AR/BSC-

P2/601.2 (W2- Library - Study centre/Activity room) No 2


P2/601.4 (W4- Library - Study centre) No 1


P2/601.6 (W6- Library - Staff room) No 1


P2/602.7 (W7- Coffee shop - Kitchen area) No 3


P2/602.8 (W8 - Coffee Shop Roof) No 2

17 543 Overrall size 3550 x 900mm high, refer to detail drawing AR/BSC-

P2/603.2 (W-02) - Roof No 2

HBS Nuklip shopfront, purpose-made,powder coated aluminium






open mechanisms, handles, fixings, glazed with, and including

6.mm thick Cool-lite ST 120 toughened or equal approved glass

complete



18 274

Overall size 1000mm x 2700mm high. refer to drawing no. AR/BSC-

P2/601.10 (W10- Library - General library/E-learning/Activity room) No 21







open mechanisms, handles, fixings, glazed with, and including 6.mm

thick Armourscreen solid colour TSG or equal approved glass

complete.|H3|0.0|||||22/11/2019 10:44:16|


P2/601.7 (W7- Library - Male ablutions) No 2

HBS Nuklip window wall, purpose-made,powder coated

aluminium (charcoal grey or equally approved), windows in

accordance with window schedules and drawings (location shown

in brackets after each item), in accordance with AAAMSA standards

PTHA2 and PSHA2, including outer-surrounds, mullions, transoms,

opening-casements, louvres, butts, patented opening-catches,

keeps, hold-open mechanisms, handles, fixings, glazed with, and

including 6.38mm thick PG Intruderprufe NS , clear or equal

approved glass complete.


P2/601.11 (W11- Library - Activity room) No 1


P2/601.12 (W12- Library - Activity room/E-learning entry room/E-

learning) No 4







open mechanisms, handles, fixings, glazed with, and including 6.mm

thick Cool lite ST 120 toughened or equal approved glass

complete.|H3|0.0|||||22/11/2019 10:44:16|

19 735


P2/601.8 (W8- Library - Main entry/E-learning entry lobby) No 1

Reynaers CW 50 redesign Alu Stand Komp Gasket 9/3.5mm (9/9mm

TT) approved, purpose-made, powder coated (natural silver or

equally approved) aluminium, windows in accordance with






6.mm thick Cool lite ST 120 toughened, or equal and approved.glass




P2/601.9 (W9- Library - Children library) No 1

HBS Nuklip shopfront, purpose-made,powder coated aluminium

(natural silver or equally approved), windows in accordance with






6.38mm thick PG Colourvue or equal approved glass

complete.|H3|0.0|||||22/11/2019 10:44:17|


P2/601.13 (W13- Library - Ramp) No 1


P2/601.14 (W14- Library - Ramp) No 1


P2/601.15 (W15- Library - General library) No 1








P2/601.20 (W20- Library - Children library) No 1

'HBS' Coastal 700, purpose-made,powder coated aluminium







6.38mm thick PG Colourvue or equal approved glass complete.

23 387


P2/601.17 (W17- Library - Study centre/Children library) No 3

HBS Nuklip window wall or equally approved, purpose-

made,powder coated aluminium (natural silver or equally

approved), windows in accordance with window schedules and

drawings (location shown in brackets after each item), in

accordance with AAAMSA standards PTHA2 and PSHA2, including

outer-surrounds, mullions, transoms, opening-casements, louvres,

butts, patented opening-catches, keeps, hold-open mechanisms,

handles, fixings, glazed and including 6mm thick Cool lite ST 120

toughened or equal approved glass complete.


P2/602.1 (W6- Coffee shop - Ablution area) No 4


P2/602.1 (W1/1A- Coffee shop - Dining area) No 1


P2/602.2 (W2- Coffee shop - Dining area) No 1






P2/602.5 (W5-Hallway) No 1


BILL NO. 12

TILING

PREAMBLES



quantities. ----------------------------------




WALL TILING

All the following wall tiles are to be fixed on, and including, plaster

backing with Tal Proflex water-proof adhesive, grouted and flush-

pointed with Tal Super White grout with water content replaced with

Tal Bond as per arcitects specifiaction, and the Tenderer's cost rates

are hereby deemed to include for this.

200 x 200mm Colour one white gloss ceramic wall tile - Lime Green

Solutions KL20024

36 903 On walls m² 33

37 268 On narrow widths. m² 5

37 633 100mm strip tile m 13

100 x 200mm Ceramica Vogue Porcelain Wall Tiles Matt. Colour:

Perla and Laguna (KL20025)

37 998 On walls m² 230


38 729 100mm strip tile m 161

600 x 600mm Non-slip hard body ceramic tiles or similar approved

laid on, and including, dry cement sand screed, water-proof

grouted and pointed

39 094 On walls m² 558


FLOOR TILE PAVERS

Internal floor screeds to receive tiles are described and measured

with each individual type of floor tile item and the cost of each floor

tile item is therefore deemed to include the cost of its screed.

600 x 600mm Non-slip hard body ceramic tiles or similar approved

laid on, and including, dry cement sand screed, water-proof

grouted and pointed

39 825 On floors. m² 102


FLOOR TILING FIXED WITH ADHESIVE

All the following floor tiles are to be fixed with Tal Proflex waterproof

adhesive on a screed (screed elsewhere measured) and be flush-

pointed with Tal fine epoxy grout and the Tenderer's cost rates are

hereby deemed to include for this.

Porcelain non-slip floor tiles or similar approved fixed with Tal

Proflex waterproof adhesive. Jointing of tile sto be epoxy grouted

an dlaid on screed to fall, made with waterproof admixture

[Indicative supplier - Lime Green Solutions, 600 x 600mm with matt

finish, including its screed

40 555 On floors and landings. m² 70


41 286 100mm tile skirting m 162

Ceramica Vogue Flooring 40 R10 or similar approved fixed with Tal

Proflex waterproof adhesive. Jointing of tile sto be epoxy grouted

an dlaid on screed to fall, made with waterproof

admixture[Indicative supplier - Lime Green Solutions, 200 x 200mm,

including its screed

41 651 On floors and landings. m² 93


42 381 100mm tile skirting m 91


BILL NO. 13

LOOSE FURNITURE AND EQUIPMENT

PREAMBLES

NOTE: Unless otherwise stated herein, all items in the bill shall be

deemed to be fixed price for the duration of this project -----------------

----------------- NOTE: Unless otherwise stated herein, refer to the

Brixton Social Cluster Phase 2 Library Furniture and Equipment

schedule provided by the architect ----------------------------------


Tenderer's are referred to the specification and Architect's drawings

annexed to these bill of quantities for the manufacture, supply,

upholster, refurbishment, delivery and installation of the furniture

LOOSE FURNITURE IN THE STAFF ROOM

4-Seater kitchen table, 1500mm (W) x 1200mm(H)

36 904 Table No 1

Eternity side chair: 4-legged stackable black painted frame chair

with black polypropylene outer seat and back cover, both

upholstered in vinyl: weavers world moo, thunder or similar

approved

37 269 Chair No 4

Defy 28l Electronic Microwave Oven

37 634 Microwave No 1

KIC 170L Fridge with top freezer

37 999 Fridge No 1

1.7L Philips Stainless Steel cordless kettle

38 365 Kettle No 1

''Franke'' Zip 5l Stainless steel hydroboil

38 730 Hydroboil No 1

7 Fin oil filled electric heater

39 095 Heater No 1

Standing Fan

39 460 Fan No 1

Primaries 27l 310mm (L) x 310mm (W) x 660mm(H) Stainless steel

pedal bin

39 826 Rubbish bin No 1

Lockable wall mounted key cabinet to hold 30 keys, c/w Aluminium

mounting brackets

40 191 Key Cabinet No 1

Lockable locker, cubicle solutions CDFB, lockable locker 1800 (H) x

450mm (W) x 450mm (D) with high shelf and hanging space c/w

hanger and hook

40 556 Locker No 4

Melamine (Prestige range) lockable systems cabinet, with three

shelves for A4 box files of 900mm long x 1500mm high x 450mm

wide

40 921 File storage cabinet No 1

LOOSE FURNITURE IN THE SERVER ROOM

Steel Cabinet, lockable 900mm (L) x 1600mm (H) with adjustable

shelving

41 287 Steel storage cabinet No 2

LOOSE FURNITURE IN THE STORE ROOM

4 Shelf open unit, metal construction in Anthracite/Dark grey finish.

457mm (L) x 914mm(w) x 1605mm (H) indicative supplier: Cecil

nurse

41 652 Steel open shelves No 6

Keter 17201443 Utility storage unit- white/black (380 x 680

x1630mm)

42 017 Utility Cabinet No 1

Light commercial floor cleaner/ polisher approximately 330mm

diameter

42 382 Floor Cleaner No 1

Sebo professional G2 vacuum cleaner

42 748 Carpet cleaner No 1

Rubbermaid executive janitorial cleaning cart

43 113 Cleaning cart No 1

36Lt bucket and wringer, colour black

43 478 Cleaners bucket No 1

Restore existing wooden book trolley

43 843 Book trolley No 2

Heavy duty sack trolley 60kg capacity

44 209 Sack trolley No 1

LOOSE FURNITURE TO E-LEARNING AREA

1000(L) x 600(W) x740mm(H) Cecil nurse diamond Evo 4 way dual

bench c/w lockable under desk cable management

44 574 Computer tables No 60

Cecil nurse blade 1 in desk power set, includes 1 x compact 3 pin

South African 16 Amp socket, 1 x standard 3 pin South African 16

Amp socket,2 x USB charging , 1 x DATA pass through module, blue

LED ''power on'' indicator

44 939 In desk power set No 20

Cecil nurse grid E under desk power set, includes 1 x twin compact

3 pin South African 16 Amp socket, 2 x standard 3 pin South African

16 Amp socket, blue LED ''power on'' indicator

45 304 Under desk power set No 40

Cecil Nurse ' Cable worm' under desk vertical flexible coil cable

carrier, 2 per row, one each for data and power

45 670 Cable carrier No 12

Eternity side chair: 4-legged stackable black painted frame chair



approved

46 035 Computer workstation chairs No 60

Cecil Nurse 'urban loop' 600mm (L) x 600mm (W) Melamine 25mm

monument oak top on 20 x 20 silver square tube frame

46 400 Square coffee table No 4

Cecil Nurse 'Urban loop' 1200mm (L) x 600mm (W) Melamine

25mm monument oak top on 20 x 20 silver square tube frame

46 765 Rectangular Coffee table No 1

Cecil Nurse 'Mood' Fixed back and seat on solid rubber wood legs

Colour TBC

47 131 Leisure Chairs No 12

Cecil Nurse 'FRANKLIN' 25mm Monument oak Laminate

construction with 16mm counter & modesty panel in Grey. Counter

c/w LED undercounter strip lights with 2 pin supply cable.

10 971 Operator's desk No 1

Cecil Nurse 'Astro' Operator chair with fixed arm rests and

adjustable lumbar support on a black 5 star castor base.

Upholstered seat and black mesh back

11 336 Operator's desk No 1

Samsung Galaxy Tab A 7" (T285) LTE & WiFi Tablet - Black with

android OS

11 701 Tablets No 20

HP IDS UMA i5-8250U 830 G5 Base NB PC, Windows 10 Enterprise,

Win10 Driver DVD, Integrated HD 720p TripleMic Webcam, 14 inch

FHD (1920x1080) Anti-Glare LED UWVA 220 for WWAN for HD

Webcam, 8GB (2x4GB) DDR4 2400, 512GB PCIe NVMe Three Layer

Cell Solid State Drive, No NFC, Intel 8265 ac 2x2 nvPٛ 麶設 4.2 WW

with 2 Antennas, Huawei ME906S LTE HSPA, No Service Provider

EMEA, Fingerprint Sensor, Active SmartCard, 3 Cell 50 WHr Long

Life, 65 Watt Smart nPFC Right Angle for Fast Charge AC Adapter,

C5 1.8m Sticker Conventional Power Cord SA, 3/3/0 Onsite

Warranty, 3 Year Battery Warranty Std, TPM 2.0 Embedded

Security Chip shipped with Windows 10, Enterprise-Ready IOPT, DIB

HP Basic Backpack, DIB HP Keyed Cable Lock 10mm, DIB HDMI to

VGA Adapter, DIB HP Laser 3 Button USB Mouse, Country

Localization SA, Dual Point Backlit spill-resistant Collaboration SA,

EU RED Pictogram Label, eStar Enable IOPT, Core i5 G8 Label

12 067 Laptops No 20

''HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business

PC, Single Unit (All-in-One) Adjustable Height Stand Packaging,

ENERGY STAR Certified AiO Label, Windows 10 Enterprise, Win10

64-bit OS DVD DRDVD SA, Intel Core i5 8500 3.0 2666MHz 6C 65W

CPU, Fixed 2Mp FHD low-light Webcam w, 8GB (2x4GB) DDR4 2666

SODIMM Memory, 1TB 7200RPM 2.5in, USB Business Slim Wired

Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVD-Writer

EliteOne G4 AiO, Intel 9560 ac 2x 2ٛ 麶設 5 WW, HP Fingerprint

Sensor, HP EliteOne G4 AiO Dust Filter, TPM 2.0 Embedded Security

Chip shipped with Windows 10, Intel Unite plus Lync Plug-in SA,

3/3/3, AiO Onsite Warranty, HP EliteOne G4 AIO Adjustable Height

Stand, AiO Internal Stereo Speakers (2W), HP EliteOne G4 AiO

NonTouch Kit SA, Intel CFL Core i5 vpro Label, Certified Skype for

Business Label, WLAN I 9560 ac 2x2 5 WW Label

12 432 Hp EliteOne 800 G4 23.8 AIO No 41

3.1m x 2.7 Smart art 3d boards

12 797 Textured Wall mural No 1

8m x 2.7 Smart art custom wallpaper, Custom art piece TBC

13 162 Wall paper mural No 1

Free standing Stainless steel litter bin with funnel lid and front

trash opening

13 528 Litter bin No 2

ARO Square 235mm(L)x310mm(W)x325mm(H) Metal MESH waste

bin

13 893 Waste bin No 4

LOOSE FURNITURE IN THE SAFE ROOM

Steel cabinet, lockable 900mm (L) x 1 600mm (H) With adjustable

shelving

14 258 Steel storage cabinet No 1

4 SHELF OPEN Unit, metal construrction in Anthracite/Dark Grey

finish. Dimensions: 457mm(L) x 914mm(W) x 1605mm(H) Indicative

supplier: Cecil Nurse

14 623 Steel open shelves No 2

LOOSE FURNITURE IN THE KITCHEN

CATERPRIDE 12L URN

14 989 Urn No 1

FRANKE Zip 5l stainless steel Hydroboil

15 354 Hydroboil No 1

KIC 170L Fridge with top freezer

15 719 Fridge No 1

Whirlpool 33 supremechef Microwave

16 084 Microwave No 1

CASLAD Mobile Refuse Bin 120lt with foot pedal


LOOSE FURNITURE IN THE ACTIVITY ROOM

Cecil nurse 'ACHIEVER 3 seater folding table 750W, 32mm thick

top, Light oak with silver painted legs

16 815 Chairs No 18

Cecil nurseTONIC Side Chair: Black stackable polypropylene shell

with anodized aluminium legs

17 180 Chairs No 54

Magnetic whiteboard 900mm H x 1 800mm W Durable aluminium

with rounded plastic safety corners, integrated Pen trays,

Adjustable hanging hooks

17 545 Magnetic white board No 1

Wall mounted 65 inch Samsung Plasma TV or similar approved, c/w

mounting brackets

17 911 Wall mounted plasma screen No 1

2.4m Parrot Pulldown Projector screen

18 276 Projector Screen No 1

Epson EB-U05 fULL HD Projector or similar approved and

accessories to Eng. Spec.

18 641 Overhead projector No 1

Epson EB-X05 XGA Projector or similar approved

19 006 Carry-on projector No 1

Epson soft carrying projector case

19 372 Projector case No 2

Standard non-magnetic flipchart stand 1 000mm (H) x 640mm (W)

19 737 Flip Chart No 1

Adultâ€™s stand-alone triangular notice board 700mm per three sided

based x 1 700mm high with wheels/castors, Two sides pin board,

one side white board.

20 102 Notice display board No 1


trash opening

20 467 Litter bin No 2

LOOSE FURNITURE IN THE STUDY CENTRE

1000(L)x 600 (W) X 740 (H) Cecil nurse Diamond Evo 4 way dual


20 833 Computer tables No 64

Cecil Nurse Blade 1 in desk power set, includes:1 x Compact 3 pin

South African 16 Amp socket, 1 x Standard 3 pin South African 16

Amp socket, 2 x USB charging, 1 x DATA pass through module, Blue

LED â€œpower onâ€• indicator


Cecil Nurse 'Cable worm' under desk vertical flexible coil cable

carrier


ETERNITY Side Chair: 4-legged stackable black painted frame chair


upholstered in vinyl:weavers world moo, thunder or similar

approved

21 928 Chairs No 64

Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W) Melamine 25mm

Monument oak top on 20x20 silver square tube frame

22 294 Coffee table No 3


Colour TBC

22 659 Leisure chair No 12

Notice board 1 500mm wide x 900mm high in Aluminium frame

23 024 Notice Board No 1


trash opening


6.5m x 2.7 Smart art 3d boards, custom art piece TBC

23 755 Wall art mural No 1

8m x 2.7 Smart art 3d boards

24 120 Textured wall mural No 1


24 485 Wall paper mural No 4

Double island unit 1 600mm (H) x 1800mm (W) x 600 mm (D).

Shelves to be manufactured in 22mm melamine edged with 2mm

high impact PVC wood grain. Prestige range of Melamine to be

used to allow for a variety of design options and colours. All loose

shelves to be height adjustable by means of four recessed metal

strips and four clips per loose shelf. (Alternatively: restoration of

existing shelves involving joining and shortening existing single

shelve units)

24 850 Double Island book shelf No 20

1 800mm (H) x 1800mm (W) x 600 mm (D). Shelves to be

manufactured in 22mm melamine edged with 2mm high impact

PVC wood grain. Prestige range of Melamine to be used to allow for

a variety of design options and colours.All loose shelves to be

height adjustable by means of four recessed metal strips and four

clips per loose shelf. (Alternative: restoration of existing shelves

involving shortening and finishing existing single shelve units,

relocate and repair any damage during relocation

25 216 Single book shelf No 1

Restoration of existing cabinet 1800mm (H) x 900mm (W) x 300mm

(D) , condition as shown, involving minor restoration work such as

painting/varnishing, hinge repair and new locks, and any damage

during transfer

25 581 Bookshelf with lockable glass doors No 2

Restoration of existing Single magazine shelves 22mm Melamine

carcass edged with 2mm high impact PVC woodgrain, 1800mm

long x 1 500mm high x 300mm deep Fitted with fixed slanted

display shelves

25 946 Magazine Shelves No 1

Melamine A-frame display unit with display pin board and two

detachable shelves 1 500mm H x 850mm W x 760mm D

26 311 Display shelf No 1



26 677 Study tables No 40







carrier





approved

27 772 Chairs No 40



28 138 Square Coffee table No 2



28 503 Coffee table No 1


Colour TBC

28 868 Leisure chair No 9

Adultâ€™s stand-alone triangular notice board 700mm per three

sided based x 1 700mm high with wheels/castors, Two sides pin

board, one side white board.

29 233 Notice board display No 1

LOOSE FURNITURE IN GENERAL LIBRARY

ARO Square 235mm(L)x310mm(W)x325mm(H) Metal MESH waste

paper basket



trash opening



30 329 Wall mural No 1

Notice board 1 500mm wide x 900mm high in Aluminium frame,

grey colour pining cork board

30 694 Notice board Wall mounted No 1

Parrot' pinning sliding door display case 1 500mm(w) x 1 200(h)

Aluminium frame, Grey Weather proof Shatter proof with

mounting brackets (wall screws and masonry plugs), Security lock

with 2 keys

31 060 Lockable Notice board Wall mounted No 1

4 Compartment free standing CUBICLE SOLUTIONS Compact high

pressure laminate locker with key lock

Dimensions: 300mm(W) x 450mm(D) x 1800mm(H)

31 425 Lockers No 7

Lockable wall mounted key cabinet to hold 30 keys

31 790 Key Cabinet No 1

Book end support, powder coated 1.8mm mild steel, 349mm(w) x

355mm(h)

32 155 Book end support No 200

Restore existing wooden trolley

32 521 Book trolley No 2

Wooden (oak or equivalent timber) 2 step stool 380mm high x

380mm long x 400mm wide

32 886 Stepped stool No 1

Wooden counter stool with round upholstered seat with backrest

630mm high (or according to counter height) Upholstered in vinyl -

prestige range

33 251 Counter stools No 3

Loose counter units to be manufactured; base 22 mm; worktop

32mm thick; In either oak/ Memphis cherry, maple, In prestige

range of melamine edged with 2mm high impact PVC wood grain -

American walnut or similar approved. Provision to be made for

cabling.Electrical and computer connections must comply with

Health and Safety Standards (OHASA)Closed Rectangular unit

5640mm long x 4000mm (W). 1000mm high x 300mm wide Raised

service counter and front panel in Caeserstone 4033 rugged

concrete, 800mm deep by 740mm high 3 PC work stations each

with a 4 drawer pedestal, and 2 lockable under counter L- shaped

credenza with roller doors. Counter c/w LED under counter strip

lights with 2 pin supply cable. Refer to joinery detail for further

measurements and specifications

33 616 Librarian Counter No 1

Cecil Nurse 'Astro' Operator chair with fixed arm rests and

adjustable lumbar support on a black 5 star castorbase.

Upholstered seat and black mesh back

33 982 Librarian chairs No 1

Ceiling mounted sculpture , custom art piece TBC

34 347 Entrance lobby ceiling sculpture No 1

HP Colour LaserJet A3 MultifunctionPrinter, copier, scanner

34 712 Photocopy Printer, Scanner No 1

SAM4S 380M cash registers

35 077 Cash register No 1

'HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business




CPU, Fixed 2Mp FHD low-light Webcam w, 8GB (2x4GB) DDR4 2666


Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVD-Writer








35 443 HP EliteOne 800 G4 23.8 AIO No 3

Wall mounted Samsung 40-inch(102cm) FHD LED TV- 40N5300 32 or

similar approved, c/w mounting brackets

35 808 Wall mounted plasma screen No 2

Restoration of existing Single magazine shelves 22mm Melamine

carcass edged with 2mm high impact PVC woodgrain, 1800mm

long x 1 500mm high x 300mm deep Fitted with fixed slanted

display shelves

36 173 Magazine shelves No 1

Vertical melamine (prestige range) newspaper rack with newspaper

With sticks to hold 5 newspapers With shelves for storage (as

picture)1 500mm (H) x 900mm (W) by 600mm (D)

1/13/100 Newspaper rack No 1

1 800mm (H) x 2700mm (W) x 600 mm (D). Shelves to be

manufactured in 22mm melamine edged with 2mm high impact

PVC wood grain. Prestige range of Melamine to be used to allow for

a variety of design options and colours.All looseshelves to be height

adjustable by means of four recessed metal strips and four clips per

loose shelf. (Alternative: restoration of existing shelves involving

shortening existing single shelve units, relocate and repair any

damage during relocation)

1/13/101 Single book shelf No 2



1/13/102 Study tables No 24





1/13/103 In desk power set No 24


carrier

1/13/104 Cable carrier No 4



upholstered in black fabric, or similar approved.

1/13/105 Chairs No 24



1/13/106 Square coffee table No 4



1/13/107 Coffee table No 2


Colour TBC

1/13/108 Leisure chair No 16


trash opening

1/13/109 Waste bin No 2

3.1m wide x 2.7high Smart art custom canvas print, Custom art

piece TBC

1/13/110 Wall mounted custom canvas artwork No 1

LOOSE FURNITURE IN CHILDRENS LIBRARY

The bookshelf units must be divided into sections of 900mm long.

The length sizes given are always the outside measurements. The

divided sections never exceed 900mm. While manufacturing the

double island units, the top and side panels must always be

manufactured as one piece. The back side (of the single wall units)

and partition between the divided sections (of the double units)

must be manufactured with a sheet of plywood, of 5mm thick. The

loose shelf is divided in three, using small partitions of 250mm long

x 180mm high x 16mm wide. The loose shelf must be adjustable

and two metal strips (recessed inside the inside of panels) and the

metal clips must be used. All joint/seams, in length (wood), must

be glued. Corner joints must be glued with wood glue and screws

must be used as well. The heads of the screws must be recessed in

the wood and must be covered with wood, a nog/spile, in the same

colour as the wood. The top of the toddler shelf must be one

(single wall unit) or two (double island unit) wood panels affixed to

form a triangle for the â€œlittle roof effectâ€•. A small solid wood strip

must be affixed to the bottom of this/these panel/s (triangles) to

ensure that the books displayed will stand upright The height of the

base affixed is 250mm high To calculate the amount of metal clips

need: 4 x the amount of loose shelves

1/13/111 Children shelves general No 2

Double toddler shelves with little roofs

1/13/112 Double toddler shelves with little roofs No 5

Restore existing 2 700mm long x 1 400mm x 600mm wide.

Restoration work involving paint or vanish, relocate and repair any

damage during relocation)

1/13/113 Single toddler shelves No 2

Melamine (prestige range) browsing box for toddlers 700mm long x

700mm wide x 425mm high

1/13/114 Browsing box No 4

1800mm x 900mm wide x 650mm high.Table top and legs in solid

hard wood,sturdy constructions - white oak or similar approved,

stained or painted in customerâ€™s choice of colours

1/13/115 4 seater Tables for primary school learners No 6

900mm long x 900mm wide x 500mm high Table top and legs in

solid hard wood, sturdy constructions - white oak or similar

approved, stained or painted in customerâ€™s choice of colours

1/13/116 4 seater tables for toddlers No 2

350mm long x 350mm wide x 390mm high (made to fit height of

table) in suitable hardwood construction, sturdy construction,

stained or painted in customerâ€™s choice of colours

1/13/117 Chairs for primary school learners No 10

Restore existing primary school learners chairs. Restoration work

involving, paint or vanish, relocate and repair any damage during

relocation

1/13/118 Chairs for primary school learners No 14

No arm rests, stained or painted in vivid colours â€“250mm long x

250mm wide x 270mm high, suitable hardwood, sturdy construction

1/13/119 Chairs for toddlers No 2

Restore existing toddler chairs.Restoration work involving paint or

vanish, relocate and repair any damage during relocation)

1/13/120 Chairs for toddlers No 6

CIELO 'Remi'Childrenâ€™s bean bag. Size 700mm (L) x 700mm (W) x

860mm (H).Fabric: Water resistant olyester. Colour TBC

1/13/121 Bean bags No 10

CIELO 'Seth' Bean bag lounge set. Chair size

700mm(l)x700mm(W)x70mm0(H), coffee table 500

(L)x500mm(W)x380mm(H), fabric vinyl or similar approved

1/13/122 Leisure seating No 3

1000(L)x 600 (W) X 650 (H) Cecil nurse Diamond Evo 4 way single


1/13/123 PIA Computer tables No 5

Cecil Nurse Grid E under desk power set, includes:1 x Twin Compact

3 pin South African 16 Amp socket, 2 x Standard 3 pin South Africa

16 Amp sockets, Blue LED â€œpower onâ€• indicator

1/13/124 Under desk power set No 8


carrier

1/13/125 Cable carrier No 1



upholstered in black fabric, or similar approved

1/13/126 Computer workstation chair No 5

Wall mounted Samsung 49-inch(124cm) Smart UHD LED TV-

49RU7100 or similar approved, c/w mounting brackets

1/13/127 Wall mounted plasma screen No 1

1TB Internal storage, Blu Ray and DVD Player, 8GB GDDR RAM Built

in Wifi , HDD Bay cover : matte finish, Power/Eject button:

mechanical type, Maximum power : 230W Rear Port Layout:

OPTICAL-AUX-HDMI-LAN, 2 Wireless Controllers, HDMI cable

1/13/128 PS4 1TB Slim Console DualShock 4 Controller Black No 3

Dell 27-inch (68.6cm) SE2717H Monitor, FHD (1920 x 1080)

Resolution, VGA, HDMI 1.4, Tilt only feature or similar approved

1/13/129 Gaming screen No 3

Sony WH-CH500 Bluetooth Headphones Black

1/13/130 Headphones No 6

''HP EliteOne 800 G4 23.8 inch FHD Non- Touch All-in-One Business




CPU, Fixed 2Mp FHD lowlight Webcam w, 8GB (2x4GB) DDR4 2666


Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVDWriter








1/13/131 HP EliteOne 800 G4 23.8 AIO No 5


trash opening

1/13/132 Waste bin No 1

Large painted cushions to fit theme with inner lining and outer

removable, washable cover 500mm x 500mm

1/13/133 Reading cushions No 5

Educational puzzle playmat

1/13/134 Activity mat No 3

Restore existing train. Restoration work involves: paint or vanish,

relocate and repair any damage during relocation

1/13/135 Book display No 1

Solid wood, Oak or equivalent timber 550 mm H x 500 mm W x

350mm D Swivel castors 100 mm

1/13/136 Toddler book trolley No 1

Childrenâ€™s stand-alone triangular notice board, 700mm per three

sided base x 1 200mm high with wheels/castors, Two sides pin

board, one side white board

1/13/137 Notice board No 1

Magnetic whiteboard 900mm H x 1 800mm W Durable aluminium

with rounded plastic safety corners, integrated Pen trays,

Adjustable hanging hooks

1/13/138 Magnetic white board No 1

Wooden ceiling mounted sculpture, Custom art piece TBC

1/13/139 Stage area sculptural piece No 1

Freestanding 3 tier revolving box panels 500mm (H) X 400mm (L) X

400mm (W)on Aluminium support frame, with velcro fabric display

panels

1/13/140 Activity display box No 4


1/13/141 Wall paper mural No 1


BILL NO. 14

PLUMBING AND DRAINAGE



quantities. NOTE: Unless otherwise stated herein, all items in this

Bill shall be deemed to fall into the relevant Work Group for Haylett

Formula purposes. -----------------------------------


Descriptions

Descriptions of bolts shall be deemed to include nuts and washers.



brickwork, or concrete. Metalwork described as "holed for bolt(s)"

shall be deemed to exclude the bolts, unless otherwise described.

Concrete pipes

Pipes shall be jointed with ogee joints with rubber collars, or socket

and spigot joints with rubber rings.

uPVC pipes and fittings

Sewer and drainage pipes and fittings shall be jointed and sealed

with butyl rubber rings. Soil, waste and vent pipes and fittings shall

be solvent weld jointed.

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 with solvent welded uPVC

loose sockets and fittings. Pipes of 50mm diameter and greater shall

have sockets and spigots with push in type integral rubber ring joints.

Bends shall be uPVC and all other fittings shall be cast iron, all with

similar push in type joints.

Copper pipes

Pipes shall be hard drawn and half hard pipes of the class stated.

Class 0 (thin walled hard drawn) pipes shall not be bent. Class 1 (thin

walled half hard), Class 2 (half hard) and Class 3 (heavy walled half-

hard) pipes shall only be bent with benders with inner and outer

formers. Fittings to copper waste, vent and anti syphon pipes,

capillary solder fittings and compression fittings, shall be "Cobra

Watertech" type. Capillary solder fittings shall comply with ISO 2016.

Only compression fittings shall be used in walls, or in ground.

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall be

deemed to include fixing to walls, etc., casting in, building in, or

suspending not exceeding 1m below suspension level.

Reducing fittings

Where fittings have reducing ends, or branches, they are described

as "reducing". In the case of pipes with diameters not exceeding

60mm, only the largest end, or branch, size is given. If the contractor

wishes to use other fittings and bushes, or reducers, he may do so on

the understanding that no claim in this regard will be entertained. In

the case of pipes with diameters exceeding 60mm all sizes are given

and no claim for extra bushes, reducers, etc., will be entertained.

Exposed concrete surfaces

Exposed surfaces of concrete stormwater channels, cover slabs,

inspection eye marker slabs, gulley tops, cleaning eye tops, catch

pits, inspection chambers, etc., shall be deemed to be finished

smooth "from the mould", or floated smooth with a trowel, as the

case may be. Unless otherwise described, the costs of all concrete

elements associated with plumbing and drainage are deemed to

include the costs of the necessary nominal reinforcement, formwork

and surface finishes. "Exposed surfaces" are, in this case, deemed to

mean concrete surfaces that are exposed to air.

Excavations

No claim for rock excavation will be entertained unless the

contractor has timeously notified the Quantity Surveyor thereof prior

to backfilling. "Soft rock" and "hard rock" shall be as defined in

"Earthworks".

In terms of the Standard System of Measuring Building Work, where

excavation is measured separately for pipe trenches, chambers, etc.,

descriptions of such excavations shall be deemed to include

additional excavation and backfilling necessary at joints, risk of

collapse of sides of excavations and keeping excavations free of

water.

Laying, backfilling, bedding, etc., of pipes

Pipes shall be laid and bedded and trenches shall be carefully

backfilled in accordance with manufacturers' instructions.

Where no manufacturers' instructions exist, pipes shall be laid in

accordance with clauses 5.1 and 5.2 of each of the following: SABS

1200 L : Medium-pressure pipelines LD : Sewers LE : Stormwater

drainage Pipe trenches, etc., shall be backfilled in accordance with

clauses 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 to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless

otherwise described, bedding of rigid pipes shall be class B bedding.

Flush pans

Flush pans shall be hereby deemed to have straight, or side, outlets

and "P", or "S", traps, as necessary.

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

Units shall have standard aprons on all exposed edges and tiling keys

against walls where applicable.

Waste unions

Descriptions of waste unions shall be hereby deemed to include

rubber, or vulcanite, plugs and chains fixed to fittings.

Steel sectional water tanks

Tanks shall comply with SABS CKS 114.

General

Descriptions of cast iron roof outlets shall be deemed to include

joints to pipes and casting into concrete (adaptors for joints to PVC

pipes, etc., are given separately). Descriptions of overflow pipes

where measured in number, shall be deemed to include joints to

cisterns and splay cut ends.

Descriptions of pipes laid in, and including, trenches shall be hereby

deemed to include excavation, risk of collapse of sides of

excavations, keeping free of all water, bedding, backfilling,

compaction to a minimum of 93% Mod AASHTO dry density and

removal from site of surplus excavated material, all by the

contractor, unless otherwise described.

Descriptions of gulleys shall be hereby deemed to include

excavation, risk of collapse of sides of excavations, keeping

excavations free of all water, 15MPa/19mm stone concrete bedding

and encasement, 150mm high 20MPa precast concrete dished

surround finished smooth on exposed faces, removable cast iron

grating, backfilling, compaction to a minimum of 93% Mod AASHTO

dry density and removal from site of surplus excavated material, all

by the contractor, unless otherwise described.

Descriptions of catch pits, junction boxes, manholes, inspection

chambers, etc., that have masonry walls, shall be hereby deemed to

include, excavation, risk of collapse of sides of excavations, keeping

excavations free of all water, 150mm thick 20MPa concrete bottoms,

15MPa concrete benching with smooth top surface (where

applicable), channels and channel-fittings (where applicable), holes

through walls (where applicable), 230mm thick outer walls in extra

hard burnt bricks in cement mortar, one coat internal cement plaster

on walls, 150mm thick 20MPa concrete cover slab, including nominal

steel reinforcement and rebated opening for cover and frame (frame

elsewhere measured), formwork to sides and soffits, backfilling,

compaction to a minimum of 93% Mod AASHTO dry density and

removal from site of surplus excavated material, all by the

contractor, unless otherwise described.

Descriptions of foul sewer manholes, inspection chambers, sumps,

etc., that have circular precast concrete walls, shall be hereby

deemed to include, excavation, risk of collapse of sides of

excavations, keeping excavations free of all water, 150mm thick

20MPa concrete bottoms, including Y12 high tensile steel bar

reinforcement at 150mm centres in both directions with 30mm

cover, 20MPa concrete benching with 20mm thick cement mortar

smooth top surface (where applicable), channels and channel fittings

(where applicable), holes through walls (where applicable), 75mm

thick (nominally) smooth precast reinforced 25MPa concrete outer

lower-chamber walls with their bottoms bedded in cement mortar

and their joints prepared and taped to be waterproof, 50mm thick

(nominally) smooth precast reinforced 25MPa concrete outer upper-

chamber walls with their bottoms bedded in cement mortar and

their joints prepared and taped to be waterproof, all joints of

chamber walls are to be caulked smooth on the inside with 1:3

cement:sand grout with and, on the outside, two layers of 200mm

wide x 0.5mm thick HDPE self-adhesive membrane, including

Bituprime primer, 150mm thick 25MPa concrete intermediate slab,

including R12 round mild steel bar reinforcement at 150mm centres

in both directions with 30mm cover, and rebated opening to receive

upper chamber, 150mm thick 25MPa concrete cover slab, including

Y12 high tensile steel bar reinforcement at 150mm centres in both

directions with 30mm cover, and rebated opening to receive cover

and frame (frame elsewhere measured), formwork to sides and

soffits, backfilling, compaction to a minimum of 93% Mod AASHTO


by the contractor, all brickwork plastered [minimum] 13mm thick

Sumps that have Salberg circular precast concrete walls shall be

hereby deemed to include, excavation, risk of collapse of sides of

excavations, keeping excavations free of all water, 3200 x 3200 x

250mm thick 25MPa concrete bottoms, 25MPa concrete benching

with smooth top surface (where applicable), channels and channel

fittings (where applicable), holes through walls (where applicable),

smooth precast reinforced 25MPa concrete outer walls with their

bottoms bedded in cement mortar and their joints prepared and

taped to be waterproof, 250mm thick 25MPa concrete cover slab,

including nominal steel reinforcement and rebated opening for cover

and frame (frame elsewhere measured), formwork to sides and

soffits, backfilling, compaction to a minimum of 93% Mod AASHTO


by the contractor, unless otherwise described.

Descriptions of grid inlets shall be hereby deemed to include,

excavation, risk of collapse of sides of excavations, keeping

excavations free of all water, 150mm thick 25MPa/19mm stone

concrete bottoms, holes through walls for large pipes, 230mm thick

outer walls in extra hard burnt "engineering" bricks in cement

mortar, built "fair face" and pointed internally, 230 x 200mm high

25MPa/19mm stone concrete kerb finished smooth to falls on top,

build in heavy-duty grating frame (frame elsewhere measured),

formwork to sides, backfilling, compaction to a minimum of 93%

Mod AASHTO dry density and removal from site of surplus excavated

material, all by the contractor, unless otherwise described.

Descriptions of service pipes and flexible connecting pipes shall be

hereby deemed to include connections to taps, cisterns, etc., and to

steel pipes (adaptors for connections to copper pipes, etc., are given

separately).

Descriptions of WC pans, slop hoppers, etc., shall be deemed to

include joints to soil pipes.

Defective work, whether arising out of testing procedures or

otherwise, shall be rectified, or removed and replaced, and the

whole re-tested, all at the contractor's expense.

SUBSOIL DRAINAGE

36 905 Kaymat grade U14 non-woven, continuous, filament, needle-punch,

polyester geotextile filter fabric laid around trench, to receive

crushed stone pipe bedding and encasement in trench in lowest

basement, with 50mm side laps and 150mm end laps, including

stitching. m² 125

37 270

100mm Diameter uPVC geopipe laid to a 1:200 fall on crushed

aggregate in bottom of trench, including excavating trench not

exceeding 1m deep in earth filling, remove excavated material from

site, risk of collapse to sides of excavations, keep excavations free of

water, crushed granitic aggregate [to pass a 19mm diameter ring]

bedding and back-filling in trench supplied by the contractor. m 77

37 635

100mm Diameter uPVC geopipe laid to a 1:200 fall on crushed

aggregate in bottom of trench, including excavating trench exceeding

1m not exceeding 2m deep in earth filling, remove excavated

material from site, risk of collapse to sides of excavations, keep

excavations free of water, crushed granitic aggregate [to pass a

19mm diameter ring] bedding and back-filling in trench supplied by

the contractor. m 35

38 000 Extra over on 100mm diameter geopipe for bend. No 3

38 366 Extra over on 100mm diameter geopipe for junction. No 1

38 731 Extra over on 100mm diameter geopipe for rodding-eye and cover-

plate. No 1

39 096

110mm Diameter uPVC pipe [no excavation - for rodding eyes]. m 3

39 461 300 x 450mm Saint Gobain heavy duty dished grating and frame

[product No.2880]. No 2

STORM-WATER DRAINAGE

Concrete Pipes

Class 100D concrete pipes

39 827 450mm Diameter pipe laid in and including trenches not exceeding

1000mm deep. m 34

40 192 450mm Diameter pipe laid in and including trenches exceeding

1000mm and not exceeding 2000mm deep m 130

Extra over concrete pipes

40 557 450mm Bend No 4

40 922 450mm Access junction No 4

Manhole 900 x 900 x 1200mm manhole, complete

41 288

Exceeding 1 250mm and not exceeding 1 500mm deep internally No 7

Covers

41 653

900 x 900mm St. Gobain Pametic type C250 product no. RL90F1CD

ductile iron recessed manhole cover, including ;locking mechanism

and locking spannerBesaans- du Plessis manhole cover and frame No 7

Catchpits, sumps, etc. (gratings and covers elsewhere)

42 018 Catchpit 300 x 43Â 950mm and exceeding 750mm and not exceeding

1Â 500mm deep internally. No 1

42 383 Catchpit 300 x 300mm and exceeding 1Â 500mm and not exceeding


42 749 Catchpit 300 x 1Â 300mm and exceeding 750mm and not exceeding


43 114

Catchpit 300 x 5Â 000mm and not exceeding 750mm deep internally. No 1

43 479 Extra over excavation for sump, or catchpit, in earth for excavation in

hard rock and remove from site. m³ 15

Cast iron gratings, covers, etc.

43 844 300 x 300mm Cast iron light duty dished grating and frame. No 5

44 210

300 x 1Â 000mm Cast iron light duty dished grating and frame. No 44

44 575

300 x 1Â 000mm Cast iron heavy duty stormwater grating and frame. No 6

44 940 Lifting key for manhole cover. No 1

Testing

45 305 Provide all the necessary apparatus, water, etc., for and test the

whole of the subsoil drainage system to the written satisfaction of

the principal agent, and replace any defective work free of charge

and leave perfect. Item 1

SOIL DRAINAGE

Foul sewer pipes are deemed to be bedded on a 100mm high cradle

and covered by 100mm high compacted granular material selected

by the contractor from the material excavated by the contractor;

covered with a 200mm high compacted blanket of suitable material

selected by the contractor from the material excavated by the

contractor; and the balance of the trench backfilled with suitable

material excavated by the contractor. The tendered costs are

deemed to provide for these requirements.

uPVC channels, including joints

45 671

110mm Diameter half-round channels in bottoms of manholes. m 12

uPVC class 16 pipes, including pipe-joints

46 036 110mm Diameter pipe vertically, or ramped, to cleaning eyes, etc.

(no excavation). m 15

46 401 110mm Diameter pipe laid in, and including, trenches not exceeding

1000m deep. m 23

46 766 110mm Diameter pipe laid in, and including, trenches exceeding

1000mm and not exceding 2000mm deep. m 39


2000m and not exceeding 3000m deep. m 11

10 972 160mm Diameter pipe laid in, and including, trenches not exceeding

1000m deep. m 56


1000mm and not exceding 2000mm deep. m 68


2000mm and not exceeding 3000mm deep. m 26

Extra over uPVC class 16 pipes for pipe fittings

12 068 110mm Diameter pipe end cap. No 3

12 433 110mm Diameter pipe for bend. No 2

12 798 110mm Diameter pipe for junction. No 2

13 163 110mm Diameter pipe for reducing junction. No 1

13 529 110mm Diameter access pipe. No 1

13 894 110mm Diameter pipe for access bend. No 1

14 259 110mm Diameter pipe for access junction. No 1

14 624 160mm Diameter pipe end cap. No 2

14 990 160mm Diameter pipe for bend. No 5

15 355 160mm Diameter pipe for junction. No 2

15 720 160mm Diameter pipe for reducing junction. No 2

16 085 160mm Diameter access pipe. No 1

16 451 160mm Diameter pipe for access bend. No 4

16 816 160mm Diameter pipe for access junction. No 1

17 181

Cast iron "ABC" cleaning eye at end of 160mm diameter pipe,

including 985 x 985 x not exceeding 400mm high excavation, risk of

collapse to sides, keeping excavation free of water, backfill, remove

surplus excavatedd material from site, compact in situ earth 300mm

deep to 90% Mod.AASHTO density, 985 x 985 x 200mm high

20MPa/19mm concrete collar-slab, type 2A AV Mouldings cover and

frame, weak mortar filling between concrete-collar and pipe, two

45Â° pipe bends with socket-end of one pipe-bend removed and BSP

adaptor installed in pipe, one suitable short length of 110mm

diameter PVC pipe not exceeding 1000mm long [Rodding eye detail

on drawing No. 16-0796507C/P/5-2 rev.0]. No 2

PVC gulleys

17 546 110mm Diameter gulley trap with removable round cast iron grating

and two ports heads. No 4

Precast concrete circular manholes (covers elsewhere)

17 912 Manhole 900mm diameter and not exceeding 750mm deep

internally. No 1

18 277 Manhole 900mm diameter and exceeding 750mm and not exceeding

1500mm deep internally. No 3

18 642 Manhole 900mm diameter and exceeding 1500mm and not

exceeding 2250mm deep internally. No 2

19 007 Manhole 900mm diameter and exceeding 1500mm and not

exceeding 2000mm deep internally with the lower 1.5m depth

increased to 1200mm diameter and 150mm precast concrete

reducer slab over enlarged bottom portion. No 1

Covers, etc.

19 373 600mm Diameter Type 2A polymer concrete manhole cover and

frame, in accordance with SANS 1882:2003. No 6

19 738 550mm Diameter 176kg type 2A cast iron road manhole cover and

frame. No 2

20 103 Lifting key for manhole cover. No 1

20 468 Calcamite, or equal and approved, step iron, including mortice in

side of precast concrete wall and grouting. No 32

Sundries

20 834 Extra over excavation in earth for pipe trenches, chambers, etc. for

excavation in intermediate material. m³ 24

21 199 Extra over excavation in earth for pipe trenches, chambers, etc. for

excavation in hard rock. m³ 36

21 564 Extra over excavation for pipe trenches, manholes, etc. for carting

away surplus material to a dumping site to be located by the

contractor. m³ 25

21 929

150mm Thick unreinforced concrete encasing to 110mm diameter

horizontal pipe, including additional excavation, risk of collapse to

sides of excavation, keeping excavation free of water, remove

surplus excavated material, 12mm thick bitumenised softboard

expansion joints at not exceeding 4m centres and formwork. m 39

22 295 500 x 500 x 50mm Precast concrete inspection eye marker slab set in

ground. No 2

22 660 100mm Diameter cast iron "ABC" cleaning eye at end of pipe,

encased in concrete in ground. No 2

23 025

Search for, locate, excavate not exceeding 3m deep, cutting into

existing 300mm diameter HDPE drain pipe for and forming junction

with new 110mm diameter PVC type pipe, including pipe-fittings,

adaptors, making good and backfilling. No 1

Grease traps

23 390

H.H.Bischoff Herbish HB GT 10L grease trap, size overall 1 200 x 3 000

x 1 500mm high, comprising grade 304 stainless steel outer casing,

four compartments, four hinged covers, 160mm diameter flanged

inlet pipe, 160mm diameter flanged outlet pipe, 110mm diameter

ventilation pipe, double basket, two water-seal baffles. No 1

Testing

23 756 Testing soil drainage system. Item 1

RAINWATER DISPOSAL

Make written application, pay the prescribed costs and deposit to

the Authorities, give the necessary notices, search for, excavate not

exceeding 6m deep, expose storm-water sewer, obtain principal

agent's written approval, cut into Authorities' existing sewer for,

supply and insert new IE junction for, and connect new 300mm

diameter storm-water pipe and make good, including risk of

collapse to sides of excavation, keep excavation free of water,

backfilling compacted to 93% Mod.AASHTO dry density and remove

surplus excavated material from site

24 121 For Portion 2 of site. Item 1

Medium grade galvanised steel pipes, including screwed and

socketed joints

24 486 110mm Diameter pipe cast in concrete. m 64

24 851 100mm Diameter pipe suspended to falls under soffit of reinforced

concrete slab, including threaded bolted hangers fixed to soffits at

suitable centres. m 11

Extra over medium grade galvanised mild steel screwed and

socketed pipes for galvanised pipe-fittings

25 217 110mm Diameter pipe bend. No 8

25 582 110mm Diameter pipe junction. No 8

25 947 110mm Diameter uPVC pipe-to-iron adaptor. No 2

RAINWATER OUTLETS

Saint Gobain Fullflow ref.3805, or equal and approved, cast iron

gratings, including casting in reinforced concrete

26 312 102mm Diameter 180Â° vertical centre-bolt threaded outlet. No 1

SANITARY FITTINGS

Vaal, or equal approved, first grade commercial quality white

glazed sanitary-ware

26 678

Vaal sanitaryware vitreous china "Orchid" back inlet, 90 degree wall

hung open rim pan. Code 439016. Colour: White. Sigma concealed

cisterns as supplied by "Geberit". Kombifix product code

110.792.00.1 suitable for wall mounting pans. Flush volume 6/3

liters. Mambo Actuator plate, Product code 115.751.00.1 finished in

brushed stainless steel,"Vaal Sanitaryware" JAZZ double flap

thermoset toilet seat, Code 8531Z0 Manufactured by "Geberit".

Including Isolating ball valves, product code 1090-40 supplied by

Cobra, Pair of Vaal Sanitary bolt-through-the-wall bracket (code

8084Z0). No 9

27 043

Vaal Sanitaryware vitreous china 580 x 410mm PRESIDENT oval

underslung vanity basin, with integrated overflow fixed under vanity

slab fixed to wall (refer to detail), using three or four hanger brackets

(code 8125Z0), including "Geberit" dip tube trap, horizontal outlet:

32mm Diameter G1 1/4" bright chrome plated (code: 151.034.21.1) No 4

27 408

Vaal Sanitaryware vitreous china Urinal Divisions (code: 705228WH)

Complete with fixing screws and hanger brackets. No 2

Geberit, or equal approved, first grade commercial quality white


27 773

Geberit Abalona wall hung WC pan 6 ltr, rimfree, accessible by wheel

chair. (code 500.262.01.1) With Geberit Abalona WC seat ring, Bar

hinge made of metal. Fastening from below. (code 500.340.01.1, to

include Sigma concealed cisterns as supplied by "Geberit". Kombifix

product code 110.792.00.1 suitable for wall mounting pans. Flush

volume 6/3 liters.Mambo Actuator plate. Product code 115.751.00.1

finished in brushed stainless steel. Manufactured by "Geberit". No 1

28 139

Geberit Smyle Urinal for concealed urinal flush control, outlet to

rear. Wall hung with flushing rim, hidden trap, hidden fastening.

(Code 500.254.01.1). Pnuematic flush actuaution, Sigma 10 finished

in brushed stainless steel,"Geberit" product code 116.015.SN.1

."Geberit" product code 119.704.16.1 flush pipes. Geberit" product

code 152.489.16.1 inlet set. Geberit" product code 152.950.11.1

urinal traps. Geberit" product code 116.004.00.1 urinal housing.

Isolating ball valves, Product code 1090-40 as supplied by "Cobra". No 5

28 504

Geberit Alivio Urinal Partition 700mm, 100x700x400mm White,

(code:110000). Complete with fixing screws and hanger brackets. No 1

28 869 Geberit Abalona square washbasin less abled accessible by wheel

chair, shallow basin, visible overflow, centered tap hole. (code:

500.292.01.1) Geberit concealed trap with in wall cabinet and ready

to fit set. (code: 151.120.21.1) No 8

29 234 Geberit dip tube trap, horizontal outlet: d32mm G1 1/4" bright

chrome plated. (code: 151.034.21.1) No 1

Franke, or equal approved, first grade commercial quality white


29 600

Franke Model CMPX592 Heavy Duty Wall and Floor mounted

Stainless Steel WC Pan, with seat holes to suit toilet seat, designed to

fit a concealed flushing system. Code: 356115. Sigma concealed



liters.Mambo Actuator plate. Product code 115.751.00.1 finished in

brushed stainless steel. Manufactured by "Geberit".Isolating ball

valves. Product code 1090-40 as supplied by "Cobra" No 5

29 965

Franke Model CMPX594 Stainless Steel Wall Hung WC Pan with seat

holes to suit toilet seat. Code: 356122.Sigma concealed cisterns as

supplied by "Geberit". Kombifix product code 110.792.00.1 suitable

for wall mounting pans. Flush volume 6/3 liters.Mambo Actuator

plate. Product code 115.751.00.1 finished in brushed stainless steel.

Manufactured by "Geberit". No 1

30 330

Franke Model CMPX538 Stainless Steel Back Entry Single Wall

mounting urinal.Code: 333258."Geberit" product code 119.704.16.1

flush pipes."Geberit" product code 152.489.16.1 inlet set. "Geberit"

product code 152.938.00.1 urinal traps ."Geberit" product code

116.004.00.1 urinal housing."Geberit" product code 116.015.SN0.1

Pnuematic Urinal plate finished in brushed stainless steel. Isolating

ball valves. Product code 1090-40 as supplied by "Cobra". No 3

30 695

Franke 900mm x 460mm Stainless Steel TRENDLINE 711 Kitchen Sink.

Code: 103.0040.351 With "Gerberit" P-trap, horizontal outlet,

d50mm G1 1/2" white alpine. Code 152.741.11.1 No 3

31 061

Franke general purpose sink Model/Type WB500GV, for wall

mounting, stainless steel, surface satin finished, material thickness

1.5mm, seamless welded bowl with dimensions 370 x 340 x 160mm,

rounded edges, 1 1/2" plug waste with plastic overflow pipe,

drainage back left, 30mm rear upstand, including stainless steel grid

with rubber bumps, stainless steel screws and dowels. No 1

31 426

FrankeModel/Type STRX672.Toilet roll holder with spindle system for

wall mounting, manufactured from 18/10 1.2 Stainless steel, satin

finished with surface treatment.( Code 359716) No 12

31 791

Franke'' Model/Type STRX618. Surface mounted soap dispenser,

manufactured from (18/12) 1.2mm Stainless steel, satin finished with

surface treatment (Code 359705)|No|10|||||29/11/2019 10:56:02|

32 156 ''Franke'' Model/Type HF2400HD.Sensor operated hand dryer for

wall mounting, manufactured from (18/12) 1.2mm Stainless steel

with satin finish (Code 359961) No 2

32 522

''Franke'' Model/Type RODX600HD for wall mounting, 0.8mm

Stainless steel, surface satin finished, folded front cover, cylinder

lock with Franke standard key, incl stainless steel screws and dowels No 6

32 887 ''Franke'' Model/Type STRX605.Surface mounted waste bin,

manufactured from 18/12 1.2mm stainless steel satin finished with

surface treatment (Code 359730) No 8

''Kimberley Clark'' Fragrance dispenser

33 252

''Kimberley Clark SA'' Fragrance dispenser or acceptable equivalent No 8

''Cobra''

33 617 ''Cobra T sray Kit trigger control hand spray, high pressure Chomalux

hose, angle and hand shower holder No 2

â€œCaesarstoneâ€•custom-made polished on all visible surfaces, with

arrised edges

33 983

Trough hand basin constructed of 20mm thick 'Caesarstone' quartz

surface fixed and including steel frame to detail and a custom made

1.5mm stainless steel drain. Refer to trough detail on Drawing No

AR/BSC-P1-MPC/231 Typical Trough Detail and AR/BSC-LIB-P2/230

STAGE T, Furniture and Fittings. No 6

Chairman Industries products plugged and screwed to tiled

masonry, or concrete, wall

34 348 32mm stainless steel side grab rail, code: DL2. No 1

34 713 32mm stainless rear grab rail around cistern, code: SR2A. No 1

TRAPS ETC

Cobra Watertech, or equal and approved

35 078 32mm Diameter 340 CP bottle trap [whbs]. No 16

TAPS, VALVES, ETC


35 444 Cobra Metering spout with Chrome plated finish (Code: KM066WT-

114), wall type with non-hold open feature, flow controller and wall

flange. Flow cycle 1-20seconds. No 16

35 809 Cobra Single lever sink mixer with tubular swivel outlet (Code: SS-

970). No 3

36 174 Cobra self closing pillar tap with chrome plated finish (code: KM2-

100FS) No 10

1/14/100

15mm Diameter 059CP extension piece with sliding wall flange. No 9

1/14/101 1070-15mm CP fullway ballcock with copper x BSP threaded

connections. No 109

1/14/102 15mm 232/350 CP angle regulating valve with 350mm long CP

service connection. No 109

1/14/103 20mm 126-20 RB stoptap with BSP threaded connection. No 66

1/14/104 15mm Lockable bib tap with screwed hose connection. No 6

1/14/105 20mm 128-20 CP Star under-wall pattern stoptap with BSP threaded

connections. No 11

1/14/106 20mm 1004M-20 heavy duty fullway gate valve No 15

1/14/107 15mm 171/041 Star CP pillar-type sink mixer with adjustable

connections. No 8

1/14/108 15mm 186/15 Star CP built-in shower mixer with cover-plate. No 2

1/14/109 50mm 1025RB automatic closing check valve. No 2

1/14/110 50mm 1050RB in-line strainer. No 2

1/14/111 PB1.10RB vacuum breaker. No 2

1/14/112 PA1.1RB "Kwikflo" 400 kPa pressure reducing valve. No 2

Geberit, or equal and approved

1/14/113 Geberit Self closing tap type 26 without mixer; bright chrome plated.

(Code:115.720.21.1) No 2

SOIL, WASTE AND VENT SANITARY PLUMBING



exceeding 6m deep, expose sewer, obtain principal agent's written

approval, cut into Authorities' existing uPVC sewer for, supply and

insert new IE junction for, and connect new 160mm diameter soil

pipe and make good, including risk of collapse to sides of

excavation, keep excavation free of water, backfilling compacted to

93% Mod.AASHTO dry density and remove surplus excavated

material from site

1/14/114 For Portion 2 of site. Item 1

uPVC pipes

1/14/115 40mm Diameter pipes. m 44



Extra over uPVC soil and vent pipes for pipe-fittings

1/14/118 40mm Diameter pipe bend. No 24

1/14/119 40mm Diameter pipe access bend. No 12

1/14/120 40mm Diameter pipe junction. No 24

1/14/121 40mm Diameter pipe access junction No 12

1/14/122 50mm Diameter pipe end cap. No 8


1/14/124 50mm Diameter pipe reducer. No 12

1/14/125 50mm Diameter pipe access junction. No 24

1/14/126 110mm Diameter IE pipe. No 3



1/14/129 110mm Diameter pipe access junction. No 36

1/14/130 110mm Diameter pipe reducing junction. No 12

1/14/131 110mm Diameter pipe access reducing junction. No 6

1/14/132 110mm Diameter pipe pan connector. No 27

Testing

1/14/133 Testing waste pipe system. Item 1

CONDENSATE DRAINAGE

This is deemed to be part of the MECHANICAL works

WATER SUPPLIES



exceeding 2m deep, expose water main, obtain principal agent's

written approval, cut into Authorities' existing water main for,

supply and insert new tee for, and connect new 110mm diameter

HDPE water pipe and make good, including risk of collapse to sides

of excavation, keep excavation free of water, backfilling compacted

to 93% Mod.AASHTO dry density and remove surplus excavated

material from site

1/14/134 For Portion 2 of site. Item 1

Class 16 uPVC pressure pipes

1/14/135 110mm Pipes laid in and including trenches m 168

1/14/136 50mm Pipes laid in and including trenches m 29

Extra over uPVC pressure pipes for solvent welded pressure fittings

1/14/137 110mm Bend No 8

1/14/138 110mm Reducer No 4

1/14/139 50mm Bend No 4

Sundries

1/14/140 Unreinforced concrete in thrust blocks at bends, tees, etc including

necessary extra excavation, formwork, etc m³ 3

1/14/141 450 x 450mm Cast iron stopcock box including brick chamber below

not exceeding 1000mm deep internally No 2

1/14/142

640 x 640mm Valve chamber not exceeding 1000mm deep internally,

including brickwork, concrete, and heavy duty cover (Blue) and

frame - ductile iron with chan fixed to cover and frame No 2

1/14/143

2 240 x 1 540mm Meter or valve box including brick chamber below

not exceeding 1500mm deep internally, including 150mm thick cast

in-situ 20MPa concrete footing and 180mm thick cover slab for

circular shaft section. (As per drawing no. 16-0796507C/P/5-1) No 1

1/14/144





1/14/145





1/14/146 700mm Diameter polymer cover and frame No 3

Medium grade galvanised mild steel pipes with screwed and

socketed jointsMedium grade galvanised mild steel pipes with

flanged joints, including holes drilled to Table "F", gaskets, bolts,

nuts, etc.

1/14/147 20mm Diameter pipe. m 155





1/14/152 100mm Diameter pipe laid in, and including, trenches not exceeding

500mm deep. m 6

Extra over medium grade galvanised steel pipes with screwed and

socketed joints for galvanised steel pipe-fittingsORExtra over

medium grade galvanised steel pipes with flanged joints for

galvanised steel pipe flanged-fittings

1/14/153 25mm Diameter pipe fittings. No 45

1/14/154 32mm Diameter pipe plug. No 8

1/14/155 32mm Diameter pipe nipple. No 6

1/14/156 32mm Diameter pipe bush. No 6


1/14/158 32mm Diameter pipe tee. No 4

1/14/159 32mm Diameter pipe reducing tee. No 3

1/14/160 32mm Diameter pipe steel-to-copper adaptor. No 8

1/14/161 32mm Diameter pipe union. No 7

Class "O" copper pipes with capillary pipe-joints


1/14/163 15mm Diameter pipes in, and including, chase in wall and wrapping

in building paper. m 103




Extra over copper pipes with capillary joints for capillary pipe-

fittings

1/14/167 15mm Diameter pipe fittings. m 372

1/14/168 22mm Diameter pipe fittings. m 45


1/14/170 35mm Diameter pipe end-cap. No 8

1/14/171 35mm Diameter pipe reducing coupler. No 27

1/14/172 35mm Diameter pipe elbow. No 81

1/14/173 35mm Diameter pipe tee. No 27

1/14/174 35mm Diameter pipe reducing tee. No 9

Extra over copper pipes with capillary joints for brass screwed pipe-

fittings




Sundries

1/14/178 300 x 300mm Cast iron stopcock box, including brick chamber not

exceeding 250mm deep internally. No 2

ELECTRIC WATER HEATERS

These are deemed to be part of the MECHANICAL works.

Disinfection

1/14/179 Disinfect potable water pipe system. Item 1

Testing

1/14/180 Testing water pipe system. Item 1

FIRE PROTECTION AND FIRE-WATER SYSTEM

These are deemed to be part of the MECHANICAL works.

Sundries

1/14/181

90 x 900mm St.Gobain Pametic type C250 product No. RL90F1CD, or

equal and approved, ductile iron recessed manhole cover, including

locking mechanism and locking spanner. No 1

Plastic sleeves for pipes exceeding 100mm and not exceeding

200mm diameter

1/14/182 Sleeve exceeding 250mm and not exceeding 500mm long. No 7

HOLES, ETC.

Core drilling of hole for pipe not exceeding 50mm diameter

1/14/183

Through 300mm thick reinforced concrete slab, beam, wall, etc. No 9

Core drilling of hole for pipe exceeding 50mm and not exceeding

100mm diameter

1/14/184

Through 300mm thick reinforced concrete slab, beam, wall, etc. No 8

AS-BUILT DRAWINGS

1/14/185

The contractor shall prepare a final set of comprehensive, detailed,

annotated, "as-built" plumbing and drainage drawings. At

completion of the works, the contractor shall submit one set of these

drawings to the principal agent for written approval. Such drawings

shall truly represent the plumbing and drainage part of the works

that have been built, including descriptions of pipe sizes, materials,

locations, depths, pipe-connections, sanitary- and other ware,

cisterns, catchpits, manholes, other accesses, etc., traps, valves,

pumps, filters, tanks and all design and other information that would

be reasonably expected to be required for future maintenance and

alteration purposes. Such drawings shall be clearly, fully, annotated

in English and be to a scale not less than 1:100. Item 1


BILL NO. 15

MECHANICAL WORK



quantities. ------------------------------------

Mechanical Work

36 906

Mechanical work including, wet services, HVAC services, fire services

and sundry services. (Carried from Part A - Mechanical) Item 1


BILL NO. 16

GLAZING



quantities. -----------------------------------

NOTE: Glazing shall be in strict conformance with glass

manufacturer's recommendations and all in accordance with

National Building Regulations Part N, SANS 10137. All dimensions to

be verified on site before commencement of shop

drawings/manufacture. Any errors, discrepancies or ommissions to

be brought to the attention of the Architects immediately.

TOPS, SHELVES, DOORS, MIRRORS, ETC.

Fanlight - 4mm thick Clear glazing to be in accordance with Building

regulations Part N, SANS 10137 and SABS 1263

36 907 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 6

37 272 Panes exceeding 0.5m2 and not exceeding 2m2 m² 1

Viewing panel - 450x250mm and 6.5mm intruderprufe NS

laminated clear safety glazing viewing panel with Aluminium

glazing beeds with neoprene gasket



Viewing panel - 450x250mm Double glazed clear Georgian wired

glass with brushed stainless steel frame surround with Aluminium

glazing beeds with neoprene gasket all in accordance with Building

regulations Part N, SANS 10137 & SABS 1263



4mm Silver float glass copper mirrors with 10mm bevelled and

polished edges fixed with doubled sided adhesive tape on top of

tiles.

39 098 Mirrors 900mm x 1200 mm high No 20


BILL NO. 17

EXTERNAL WORKS

All the Trade Preambles and Supplementary Preambles which apply

to any Trade in the previous bills is hereby deemed to apply with

equal force and effect to the same Trade in this bill.


Roadwork generally

The cost of bituminous premix surfacing shall include the cost of

protection of kerbs, channels, buildings and anything else likely to be

damaged, or defaced, thereby. The cost of channels, humps and

shoulders formed in surfacing shall include the cost of the formation

of channels, humps and shoulders in the associated base course,

subgrade, etc. and for angles, ends, etc. The cost of concrete kerbs,

channels, etc., shall include the cost of the necessary excavation, risk

of collapse of the sides of the excavation, keeping excavation free

from water, backfilling with suitable material from the excavation,

compacting and removing surplus excavated material.

Paving

Paving shall be laid in accordance with SABS 1200 MJ, SANS 1058

and the Concrete Masonry Association's specifications


Unreinforced Concrete

No fines concrete

36 908 Surface blinding under footings and bases m³ 9

Reinfored Concrete

25MPa/19mm concrete:

37 273 Strip footings. m³ 18

37 638 Stairs/Ramp m³ 34

38 003 Planter Box m³ 5

Test Cubes

38 369

Making and testing 150 x 150 x 150mm concrete strength test cube. No 15

Rough Formwork (Degree of Accuracy II)

Rough formwork to sides

38 734

Edges, risers, ends and reveals not exceeding 300mm high or wide m 320

Movement Joints, etc

Expansion joints with softboard between vertical concrete and brick

surfaces

39 099 125mm Joints not exceeding 300mm high m 32

Isolation joints with closed cell expanded polyethylene filler

between vertical concrete surfaces


and masonry walls. m 155

Reinforcement

High tensile steel reinforcement to structural concrete work

39 830 Various diameter bars t 1,44

Fabric reinforcement

40 195 Type 193 fabric reinforcement in concrete paving etc m² 190

MASONRY

Foundations

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

class II mortar in loadbearing walls, etc

40 560 One brick walls m² 14

40 925 One and a half brick wall m² 29

Superstructure

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

class II mortar in loadbearing walls, etc.

41 291 One brick walls m² 38

41 656 One and a half brick wall m² 34

Brickwork sundries

2.5mm Thick galvanised welded brick reinforcement

42 021 75mm Wide reinforcement built in horizontally. m 91


Precast Concrete Copings Etc

Precast concrete finished smooth on exposed surfaces including

bedding, jointing and pointing

42 752

330 x 50mm Thick overall copings weathered on top to 230mm thick

along one edge, with drip groove in bottom along one edge m 37

Face Brickwork

Clay face bricks pointed with recessed horizontal and vertical joints

laid in accordance with SABS 227:2002 in stretcher bond with, and

including, class 1 [1:4] cement/sand mortar(Allow PC of R3000/1000)

43 117 Extra over brickwork for face brickwork m² 72

Brick-on-edge header course copings, sills, etc of face bricks pointed

with recessed joints on all exposed faces

43 482 Coping on top of one brick wall m 155

BOLLARDS

43 847

450 x 450 x 450mm high cube custom made with exposed aggregate

concrete bollard with a smooth grey top finish including excavation,

backfilling and unreinforced concrete footings where applicable No 35


BILL NO. 18

PROVISIONAL SUMS, ETC.

NOTES:

1. The contractor's attention is drawn specifically to the Principal

Building Agreement clause 20.0 (nominated subcontractors), clause

21.0 (selected subcontractors) and clause 22 (employer's direct

contractors) and to the related clauses in Bill No. 1 - Preliminaries of

the bills of quantities..

Notwithstanding the provisions of the contract agreement as

included under â€œPreliminariesâ€•, general attendance on N/S

subcontractors shall be deemed to be as follows:- The contractor

shall, at his own expense, provide the following general attendance

on the N/S subcontractor executing each such subcontract works:-

i. Access to the site and places where such subcontract works are to

be executed, including the reasonable use of temporary personnel

hoists erected by the contractor. ii. Potable water, electric lighting

and single-phase electric power to a position within 50-metres of the

place where such subcontract works are to be executed, but

excluding water, fuel and electric power for commissioning of any

installation. iii. An area on site for such subcontractor to establish

temporary office accommodation and workshops and for the storage

of plant and materials for the works. iv. The use of erected

scaffolding belonging to the contractor, in common with others

having the like right, while it remains erected on site. v. The use of

the contractor's ablution and toilet facilities, and the like, where

provided. vi. The use of the contractor's site telephone and facsimile

machine, where provided, subject to the payment by such

subcontractor for usage thereof.â€•

2. The contractor's attention is drawn to the definition of "special

attendance" on Nominated, or Selected, subcontractors and of fuel,

electrical power and water for commissioning of mechanical and

other specialised installations given in the ASAQS Preliminaries.

3. Where special attendance includes the provision of hoisting

facilities for a N/S subcontractor then the contractor shall:-

* ensure that the capacities of his hoisting equipment are sufficient

to deal with the masses and the quantities of the items to be hoisted,

* schedule the times of availability of the hoisting equipment for

each N/S subcontractor,

* provide all necessary personnel to operate the hoisting

equipment,

all to enable such subcontractor to safely execute the hoisting, or

lowering, of his material, etc., using the facilities provided by the

contractor.

JOINERY

36 909 Provide the sum of R 306,000.00 (Three Hundred and Six Thousand

Rands) for joinery. Item 1

37 274 Profit. %IT

37 639 General attendance %IT

EXTERNAL SIGNAGE

38 004 Provide the sum of R 165,000.00 (One Hundred Sixty Five Thousand

Rands) for external signage. Item 1

38 370 Profit. %IT


DIRECTIONAL SIGNAGE

39 100 Provide the sum of R 90,000.00 (Ninety Thousand Rands) for

directional signage. Item 1

39 465 Profit. %IT


ACCESS CONTROL

40 196 Provide the sum of R 2 000,000.00 (Two Million Rands) for access

control. Item 1

40 561 Profit. %IT


IRONMONGERY

41 292 Provide the sum of R372,000.00 (Three Hundred and Seventy Two

Thousand Rands) for ironmongery. Item 1

41 657 Profit. %IT


ARTWORKS

42 387 Provide the sum of R1 500,000.00 (One Million Five Hundred

Thousand Rands) for artworks. Item 1

42 753 Profit. %IT


TOILET PARTITIONS

43 483 Provide the sum of R185,000.00 ( One Hundred Eighty Five Thousand

Rands) for Toilet Partitioning. Item 1

43 848 Profit. %IT


VANITIES

44 579 Provide the sum of R580,000.00 (Five Hundred and Eighty Thousand

Rnads) for vanities. Item 1

44 944 Profit. %IT


BUDGETORY ALLOWANCE

NOTES:

The items desirbed hereunder cover work which is not fully defined

at tender stage and s intended to be excecuted by the contractor at

rates to be agreed with the contractor. The amounts shown shall be

used as directed by the Representative/Agent and shall be deducted

in whole in part if not required.

Builders Work in Connection with Services

45 675

Provide the Amount of R175 000.00 (One Hundred and Seventy Five

Thousand rands) for builders work in connection with services to be

executed to existing,etc to be used as directed by the Arcitect and

deducted in whole or in part if not required. Item 1

43 831 PRELIMINARIES Page 139

43 832 EARTHWORKS Page 149

43 833 CONCRETE, FORMWORK AND REINFORCEMENT Page 156

43 834 WATERPROOFING Page 158

43 835 ROOF COVERINGS Page 161

43 836 CARPENTRY AND JOINERY Page 165

43 837 CEILINGS AND PARTITIONS Page 175

43 838 FLOOR COVERINGS, WALL LININGS, ETC. Page 177

43 839 IRONMONGERY Page 179

43 840 STRUCTURAL STEELWORK Page 184

43 841 METALWORK Page 201

43 842 TILING Page 204

43 843 LOOSE FURNITURE AND EQUIPMENT Page 230

43 844 PLUMBING AND DRAINAGE Page 258

43 845 MECHANICAL WORK Page 259

43 846 GLAZING Page 261

43 847 EXTERNAL WORK Page 265

43 848 PROVISIONAL SUMS, ETC. Page 270

SECTION NO. 2: EME/QSE

BILL NO. 1

DEMOLITIONS

View Site

Before submitting his tender the tenderer shall visit the site and

satisfy himself as to the nature and extent of the work to be done

and the value of the materials contained in the buildings or portions

of the buildings to be demolished. No claim for any variations of the

contract sum in respect of the nature and extent of the work or of

inferior or damaged materials will be entertained

Explosives

No explosives whatsoever may be used for demolition purposes

unless otherwise stated

General

Water supply pipes and other piping in ground that may be

encountered and found necessary to disconnect or cut, shall be

effectually stopped off or grubbed up and removed, and any new

connections that may be necessary shall be made with proper

fittings to the satisfaction of the principal agent

Unless otherwise described all materials are to become the property

of the contractor and are to be removed from the site

DEMOLITIONS, ETC

Breaking up and removing

36 923 Approximately 100mm thick mesh reinforced concrete surface beds,

paving, etc m² 102

37 288 85mm Thick brick paving with mortar joints m² 176

37 653 85mm Thick concrete paving with mortar joints m² 690

38 018 Bitumious road surfacing, etc. m² 640

38 384 Acrylic tennis court surfacing, etc. m² 2 609

38 749

Approximately 500 x 250mm high Concrete stormwater channel m 70

Taking down and removing

39 114

2,4m High precast concrete palisade fencing with top rails, palings

2,5m long at 145mm centres and posts 3m long at 2m centres cast in

and including 400 x 500 x 650mm concrete blocks in ground. m 105

39 479 2,4m High precast concrete palisade fencing with top rails, palings

2,5m long at 145mm centres and posts 3m long at 2m centres cast in

and including 400 x 500 x 650mm concrete blocks in ground,

including 45 degree barbed wire overhang. m 77

39 845

Tennis court fence approximately 4m high with steel posts and top

rail, including gates approximately 900 x 2100mm high m 337

40 210 Tennis court fence approximately 4m high with steel posts and top

rail, including removing growth all round fencing m 25

40 575 Devils fork palisade fence approximately 2.4m high with steel posts,

top and bottom rails, etc. m 22

40 940 Palisade fence approximately 2.4m high with steel posts, top and

bottom rails, etc. m 16

41 306 4m Long x 2.4m high steel gate on sliding rail fixed to steel posts in

concrete foundations. No 1

41 671 Double swing gate, approximately 4m long x 3m high, fixed to steel

post in concrete foundations. No 1

42 036 Tennis court net, approximately 1m high including steel post cast

into concrete foundations No 4

Demolishing and removing

42 401 One brick boundary or yard walls approximately 3.5m high, including

precast concrete coping, etc. m 164

42 767 Metal roof canopy approximately 4 x 16.5m on plan and

approximately 2.8m high comprising metal roof covering, steel

posts/columns cast into concrete foundations, fixed to existing

tennis clubhouse building No 1

43 132

Existing single storey building with pitched roof approximately

450mÂ² on plan and approximately 3m high at eaves comprising

concrete surface bed with earth filling below, brick external walls, no

internal walls and clay tile roof covering on timber trusses, rainwater

down pipes, gutters, etc. No 1

43 497

Single storey building with pitched roof approximately 5 x 5m on

plan and approximately 3m high at eaves comprising concrete

surface bed, brick external walls, brick internal walls and metal roof

covering on timber trusses, including rainwater down pipes, gutters

and 1m wide concrete apron all round No 1

43 862 Single storey building with pitched roof approximately 13 x 15m on



covering on timber trusses, including roof gutters, down pipes,

security gates, etc. No 1

44 228 Single storey building with pitched roof approximately 10 x 5m on




security gates, etc. No 1

44 593

Single storey building with pitched roof approximately 15 x 6.5m on




security gates, burglar bars, external brick steps, etc. No 1

44 958

Single storey U-shaped building with pitched roof approximately 15 x

15m on plan and approximately 3m high at eaves comprising

concrete surface bed, brick external walls, brick internal walls and

metal roof covering on timber trusses, including roof gutters, down

pipes, security gates, burglar bars, etc. No 1


BILL NO. 2

EARTHWORKS

PREAMBLES



quantities. ----------------------------------


Excavations generally

The contractor shall notify the principal agent as soon as the

excavations are ready to receive foundations and no building work

may be started until the principal agent has approved the

excavations in writing.

Any excavation taken out below the excavation shown on drawings,

or required by the principal agent in order to obtain a solid

foundation, or for other reasons, shall be filled in by the contractor,

at his own expense, with 10Mpa concrete.

Nature of ground

The nature of the ground is assumed to be gravel, therefore "earth",

but possibly interspersed with "intermediate material", or "hard

rock".

Classification of excavated materials other than "earth"

For all excavation measurement purposes only, the classification of

excavated materials shall be in accordance with SANS1200D clause

3.1, unless otherwise described.

3.1 CLASSIFICATION FOR MEASUREMENT PURPOSES. 3.1.1 Method of

Classifying. The Contractor may use any method he chooses to

excavate any class of material, but his chosen method of excavation

shall not determine the classification of the excavation. The Engineer

will decide on the classification of the materials excavated. The

classification will be based on inspection of the material to be

excavated and on the criteria given in 3.1.2 (a) to (e), as applicable.

All equipment specified in 3.1.2 (a) to (c) shall be in good mechanical

condition. "Efficiently", as used in 3.1.2 (a) to (c) shall be deemed to

mean, "in a manner that can reasonably be expected of a contractor,

having regard to the production achieved". In the event of a

disagreement between the Contractor and the Engineer, it shall be

the responsibility of the Contractor, if so required and subject to the

terms of subclause 4.1 of SABS 1200D-1988, to make available at his

own expense such mechanical equipment as is specified in 3.1.2 (a)

to (c), in order to assess the reasonable removeability, or otherwise,

of the material.The Engineer's decision on the classification shall

then, subject to the relevant provisions of the Contract, be binding.

3.1.2 Classes of Excavation. The excavation of material will be

classified as follows, for purposes of measurement only:-(a) Soft

Excavation.(1) "Soft excavation", other than in "restricted

excavation", shall be excavation in material that can be efficiently

dug out, or loaded, without prior ripping, by any of the following

plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]


145kW, or (ii) a tractor-scraper unit of total mass [including mass of

ripper, if fitted] approximately 28-metric tons and flywheel power

approximately 245kW, pushed during loading by a bulldozer

equivalent to that specified in (b) (1) hereunder, or (iii) a track type

front-end loader of mass [including mass of ripper, if fitted]


145kW.(2) In the case of restricted excavation, "soft excavation" shall

be excavation in material that can be efficiently dug out by a back-

acting excavator of flywheel power approximately 0.10 kW per

millimetre of tined-bucket width, without the use of pneumatic tools

such as paving-breakers.

(b) Intermediate Excavation. (1) "Intermediate excavation", other

than in "restricted excavation", shall be excavation in material that

can be efficiently ripped by a bulldozer of mass approximately 35-

metric tons, fitted with a single-tine ripper suitable for heavy ripping

and flywheel power approximately 220kW. (2) In the case of

restricted excavation, "intermediate excavation" shall be excavation

in material that requires a back-acting excavator of flywheel power

exceeding 0.10 kW per millimetre of tined-bucket width, or the use

of pneumatic tools such as paving-breakers, before removal by

equipment equivalent to that specified in (a) (2) hereinbefore.

(c) Hard Rock Excavation. (1) "Hard rock excavation", other than in

"restricted excavation", shall be excavation [other than "boulder

excavation"] in material that cannot, before removal, be efficiently

ripped by a bulldozer equivalent to that specified in (b) (1)

hereinbefore. NOTE: Such excavation generally includes material

such as formations of unweathered rock that can be removed only

after blasting, or wedging and splitting. (2) In the case of restricted

excavation, "hard rock excavation" shall be excavation in material

[excluding boulder excavation] that cannot be efficiently removed

without blasting, or wedging and splitting.

(d) Boulder Excavation Class A. (1) "Boulder excavation class A", shall

be excavation in material containing more than 40% by volume of

boulders of size in the range 0.03 to 20m3 , in a matrix of soft

material, or smaller boulders. Excavation in dolomite formations,

other than solid dolomite, will be classed as "boulder excavation

class A", if the formation contains more than 40% by volume of

lumps of hard dolomite of a size in the range 0.03 to 20m3, in a

matrix of soft material, or smaller lumps of hard dolomite.

Excavation of solid boulders, or lumps of size exceeding 20m3, will

be classed as "hard rock excavation". Excavation of fissured, or

fractured, rock will not be classed as "boulder excavation" but as

"hard rock", or "intermediate excavation", according to the nature of

the material.

(e) Boulder Excavation Class B. (1) "Boulder excavation class B", shall

be excavation of boulders only, which (1) are in material containing

40%, or less, by volume of boulders of size in the range of 0.03 to

20m3, in a matrix of soft material, or smaller boulders and which (2)

require individual drilling and blasting in order to be loaded by a

track-type front-end loader, or back-acting excavator, as the case

may be, as specified in (a) (1), or (a) (2) hereinbefore. The excavation

of the rest of the material will be classed as "soft", or "intermediate

excavation", according to the nature of the material.

If the contractor considers that any of the excavations are more

difficult in nature than excavations in "earth", he shall immediately

notify the principal agent and quantity surveyor in writing. If the

contractor fails to make such notification, the excavations shall be

deemed to be in "earth" and shall be measured, and valued,

accordingly.

The contractor may, with the prior written permission of the

principal agent and in terms of the conditions of contract, use any

method he chooses to excavate any class of material, but his chosen

method of excavation shall not determine the classification of the

materials excavated.

Blasting

No blasting will be allowed without the prior written permission of

the principal agent.

If any blasting is necessary, the contractor shall take every

precaution to protect the works and persons, animals and property,

in the vicinity of the works. The contractor will be held responsible

for any injury, loss, and/or damage, caused by such blasting

operations and shall make good such loss and/or damage at his own

expense.

Risk of collapse

The contractor shall be responsible for the risk of collapse of all

excavated faces.

Where excavations do not exceed 1.5m deep, the nature of the

precautions to be taken shall be entirely at the contractor's

discretion. The contractor shall either provide temporary support to

the excavated faces, or carry the risk of collapse of the faces, with all

its implications and possible consequential costs. Where excavations

exceed 1.5m deep, the contractor shall maintain all excavated faces,

in accordance with Statutory and local Authority Regulations, and be

responsible for the resultant, and consequential, costs of any failure

in the aforesaid face-maintenance/s.

Working space risk of collapse

Excavations for working space shall include any additional risk of

collapse so incurred.


The contractor shall protect the excavations from the ingress of

water. Any water which occurs in the excavations, whether as a

result of rain, or other causes, except subterranean water, shall

immediately be removed by baling, pumping, or other approved

method.

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 from stock piles situated on the building site. The

contractor is hereby deemed responsible for the choice of dump

site. If such dump site is foreclosed, or becomes unavailable, for any

reason, it remains the contractor's responsibility to provide a

suitable replacement dumpsite at no additional cost to the employer.

Filling

Notwithstanding the reference to prescribed multiple handling in

clause 1 page 6 of the Standard System of Measuring Building Work,

prices for filling and backfilling shall include for all selection and any

necessary multiple handling of material.

Compaction of all "filling" and "backfilling"

Unless otherwise described, all "filling" and "backfilling" is hereby

deemed to be compacted to 93%Mod.AASHTO dry density.

Removal, or carting away, of excavated material, or demolished, or

other, materials arising from the earthworks


be deemed to include loading such material onto trucks directly from

the works, or, alternatively, from stock piles situated on the site, and

taking such material to a registered dump-site that has been located

off-site by the contractor for such disposal. The contractor is hereby

deemed to be responsible for the choice of dumping site. If a dump-

site located off-site by the contractor is foreclosed, or unavailable,

for whatever reason, it remains the contractor's responsibility to

timeously obtain a suitable replacement dump-site without

additional cost to the employer.

Working space

Working space which might be required for purposes of the

contractor placing-and-removing formwork, or constructing brick

linings, or for purposes of executing any other ordinary builder's

work, is deemed not measurable where the excavation to which such

"working space" refers constitutes a horizontal dimension of 500mm,

or more, between the excavated vertical face and the face of the

structure being built.

Where "working space" is measurable, it shall be deemed to include

all additional excavation, including setting aside suitable excavated

material for use as back-filling, trimming sides, levelling and ramming

bottoms, risk of collapse to sides of such excavations, keeping such

excavations free of water from all sources, back-filling and

compacting to 98% Mod.AASHTO dry density and removing surplus

excavated material.

Density Tests on Earth and other Filling Materials

The contractor will not be entitled to claim for the cost of density,

and/or any other, tests that are required in terms of the specification

of earth and other materials required for "filling" works, where such

tests are a routine requirement contained in the description

associated with such parts of the works, and where the costs of such

tests are therefore an integral cost of the execution of such parts of

the works. The contractor will only be reimbursed for the

"additional" cost of density, and/or any other, tests that are

specifically prescribed in terms of a contract instruction, and which

tests represent additional undertaking by the contractor to that

required by the aforesaid specification.

Budgetary allowance

A budgetary allowance in these bills of quantities is hereby deemed

to mean a sum of money included in the contract sum for work

intended for execution by the contractor, the extent of which is

identified but not detailed (refer to clause 1.1 of the Agreement).

Such work will be evaluated in terms of the conditions of contract.

METHOD STATEMENT

36 924


commencement of any contractor's work, a written method

statement in respect of the contractor's proposed site establishment,

service arrangements, site clearance, excavation, location of spoil

heaps, etc., for written approval. If the contractor fails to comply

with this requirement and any "additional" expense is incurred as a

result of the contractor's unilateral choice of the location of his

establishment, or any other such unilateral decision by the

contractor, the consequential cost of rectifying such situation will be


EXISTING WORK

37 289 The contractor shall verify all levels on site to an approved detail, and

report in writing thereon to the principal agent before commencing

the construction of the works. Item 1


expose where so directed by the principal agent, all underground

services on site. Item 1

EXCAVATION, FILLING, ETC., OTHER THAN BULK


38 019 To reduce levels to final levels under floors, etc m³ 1 277

38 385 Trenches. m³ 1 097

38 750 Bases. m³ 642

Excavation in earth exceeding 2m not exceeding 4m deep

39 115 Trenches. m³ 156

39 480 Bases. m³ 10

Extra over trench and hole excavations in earth for excavation in

39 846 Soft rock. m³ 364

40 211 Hard rock. m³ 484


40 576 Surplus material from excavations and/or stock piles on site, to a

dumping site to be located by the contractor. m³ 2 025

Risk of collapse of excavations

40 941

Sides of trench and hole excavations not exceeding 1.5m deep. m² 1 056

41 307 Sides of trench and hole excavations exceeding 1.5m deep. m² 2 137


41 672

Keeping excavations free of all water, other than subterranean water. Item 1

FILLING, ETC.

Earth filling obtained from the excavations and/or prescribed

stockpiles on site compacted to 93% Mod. AASHTO density

42 037 Backfilling to trenches, holes, etc. m³ 955

Layer of clean sand supplied by the contractor compacted to 100%

Mod AASHTO density

42 402 In bottom of surface bed excavations not exceeding 2m below

ground level. m³ 360

G7 filling supplied by the contractor compacted to 98% Mod

AASHTO density

42 768 In bottom of surface bed excavations not exceeding 2m below

ground level. m³ 36

G5 filling supplied by the contractor compacted to 97% Mod

AASHTO density

43 133

In bottom of base excavations not exceeding 2m below ground level. m³ 1 191

Compaction of surfaces

43 498 Compaction of ground surface in bottom of base excavation, which is

not exceeding 2m deep below ground-level, including scarifying for a

depth of 150mm, breaking down oversize material, adding suitable

material where necessary and compacting to 95% Mod. AASHTO

density. m² 634

43 863 Compaction of ground surface in bottom of ground-beam

excavation, which is exceeding 2m and not exceeding 4m deep

below ground-level, to receive blinding, including scarifying for a

depth of 150mm, breaking down oversize material, adding suitable

material where necessary and compacting to 95% Mod. AASHTO

density. m² 18

44 229 Compaction of ground surface in bottom of strip footing excavation,

which is not exceeding 2m deep below ground-level, including

scarifying for a depth of 150mm, breaking down oversize material,

adding suitable material where necessary and compacting to 95%

Mod. AASHTO density. m² 338

SOIL POISONING

Soil insecticide in accordance with SANS 5859

44 594

Under floors, etc., including forming and poisoning shallow furrows

against foundation walls, etc., filling in furrows and ramming. m² 2 458

44 959 To bottoms and sides of trenches, etc. m² 3 992


BILL NO. 3

MASONRY

PREAMBLES



quantities. ----------------------------------


BRICKWORK

Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick" shall

represent the length and "half brick" the width of a standard brick.

Hollow walls, etc.

Descriptions of hollow walls shall be deemed to include the following

by the contractor:- (1) 200/300mm long stainless steel or copper

"butterfly"" type ties at 1000mm centres at three course intgervals,

staggered evenly, with wound-end of ties pointing down at centre of

cavities between brick-skins; (2) cavities and ties are kept clear of

mortar-droppings; leave out every fourth brick above every DPC to

facilitate the periodic cleaning of cavities during building operations;

(3) leaving every fourth perpend of the bottom course of the

external skin open as a weep hole.

BRICKWORK

SAMPLE BRICKWORK

36 925 Construct a sample panel of brickwork in accordance with the

principal agent's requirements. Item 1

FOUNDATIONS

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

class II mortar in loadbearing walls, etc

37 290 230mm Retaining walls. m² 314

37 655 345mm Retaining walls. m² 195

SUPERSTRUCTURE

Brickwork of NFX bricks in class II mortar

38 020 Half brick walls. m² 61

38 386 One brick thick walls. m² 1 306

38 751 Parapet walls m² 332

BRICKWORK SUNDRIES

Galvanised wire ties, etc.

39 116 40 x 1.6mm "Tibond" wall tie strips shot onto concrete at 450mm

centres with ties bent out and built into brickwork. m 400

Galvanised hoop iron cramps, ties, etc.

39 481

2mm Thick x 40mm wide hoop iron ties of 450mm girth with one end

shot fixed to concrete column and other end built into brickwork. No 648

39 847 2mm Thick x 40mm wide hoop iron ties of 450mm girth shot fixed to

steel column and ends built into brickwork. No 350

2,5mm Galvanised brick reinforcement


40 577 150mm Wide reinforcement built in horizontally. m 2 300


Joint forming material in movement joints

41 308 10mm Fibre board built in vertically through brick walls. m² 62

Weep pipes

41 673 120mm Diameter PVC weep pipe not exceeding 500mm long cast

through not exceeding 300mm masonry. No 76

FACE BRICKWORK

Internally

Coronation, or equal approved, clay face bricks pointed with flush

horizontal joints and perpends laid in accordance with SABS

227:2002 in stretcher bond with, and including, class 1 [1:4]

cement/sand mortar

42 038 Extra over ordinary brickwork for face brickwork with flush-pointed

joints and perpends. m² 475

42 403 Raking cutting on facebricks. m 78

PRECAST CONCRETE


Finishes to precast elements

Sizes

Copings, sills, etc., measured linear shall be made in suitable lengths.

Large size setting out drawings shall be prepared and submitted to

the principal agent for approval before moulds are made.

General

Precast concrete finished smooth on exposed surfaces, including


42 769 340 x 100mm High overall internal horizontal copings weathered on

top to 80mm thick along one edge. m 267

43 134 Extra on coping for right-angle junction. No 6


BILL NO. 4

PLASTERING

PREAMBLES



quantities. ----------------------------------




GRANOLITHIC

Method: The method to be used shall be either the "monolithic

method", or the "bonded method".

Preparation:For granolithic applied "monolithically", the concrete

substrate shall be swept clean after bleeding of the concrete has

ceased and the concrete has begun to stiffen. All remaining "bleed

water" shall be removed and the granolithic applied immediately

thereafter. For granolithic to be "bonded" to the concrete substrate,

after it has hardened, the concrete shall be hacked (preferably by

mechanical means) until all laitence, dirt, oil, etc., is dislodged and

swept clean of all loose matter. The concrete shall then be wetted

and kept damp for at least six hours before applying the granolithic.

Mix: Granolithic shall attain a compressive strength of at least

40Mpa. The coarse aggregate ingredients shall comply with SANS

1083 and shall generally be capable of passing a 5mm mesh sieve.

Where the thickness of the granolithic exceeds 25mm the size of the

coarse aggregate shall be increased to the maximum size compatible

with the thickness of the granolithic.

Panels: Granolithic shall be laid in panels not exceeding 14m2 for

"monolithic" internal finishes, not exceeding 9m2 for "bonded"

internal finishes, and not exceeding 6m2 for all external finishes.

Wherever possible, panels shall be square, but, if rectangular, the

length of the panel should not exceed 1,5-times its width. Where

possible, joints between panels shall be positioned over joints in the

substrate and shall be at least 3mm wide through the full thickness

of the finish, separated by strips of wood, or fibreboard, and finished

with V-joints.

Laying: "Monolithic" granolithic shall be applied to the partially-set

concrete substrate and be thoroughly compacted and lightly wood-

floated to the required level. "Bonded" granolitic shall be applied to

the concrete substrate after a 1:1 sand-and-cement slurry has been

brushed over the surface and allowed to partially set. The granolithic

shall be thoroughly compacted and lightly wood-floated to the

required level. After wood-floating, the "monolithic" and "bonded"

granolithic shall remain undisturbed until "bleeding" has ceased and

its surface has stiffened. All remaining "bleed" water and laitence

shall then be removed and the surface shall be steel-trowelled.

Curing, seasoning and protection: Granolithic shall be suitably

covered and kept wet for at least seven days after laying.

INTERNAL SCREEDS

The contractor is deemed to be responsible for ensuring that the

tops of different floor finishes are at the same level, if necessary by

adjusting the thickness of adjoining screeds in order to comply with

this specified requirement. Therefore all screeds herein have been

described as being a "minimum of 35mm thick" [unless specifically

described otherwise] and the additional cost of any screed that is

necessarily thicker than 35mm in order to obtain the prescribed

levelness is deemed to be for the contractor's account. All

floors/screeds to be laid according to SABS 0155 - 1980 Accuracy in

Buildings and SABS 0155 - 1980 [refer to Specification document

page 1, "General Screed"].




Screeds 1:3 Cement-Sand power floated finish, true and smooth,

prepared to take finish as per architects's specification wood

floated, on concrete

36 926 Minimum thickness of 35mm (screeds must be made thicker where

necessary) m² 227

EXTERNAL SCREEDS

Gastlight lightweight insulating screeds laid on concrete and floated

smooth to 1:60 falls to receive waterproofing

37 291 50mm Thick wood float m² 233

37 656 Minimum 50mm thick on external roof slabs. m² 36

38 021

Minimum 50mm Thick on external roof slabs' in narrow widths. m² 6

38 387 75 x 75mm 1:8 Cement mortar triangular fillet against walls. m 40

GRANOLITHIC

Untinted granolithic on concrete, comprising one part cement to

one and half 9.5mm stone part to one and half parts sand,

including one coat non-slip wax polish:

38 752 Average 35mm thick on floors to falls and currents. m² 131

EPOXY RESIN FLOORS




Unless otherwise instructed, the concrete, or screed, substrate

requires to be a minimum of 20N/mm2, free from laitence, dust,

other contamination and rising damp. The substrate requires to be

approved in writing by the epoxy applicator, and a copy of such

certified approval needs to be submitted by the contractor to the

principal agent prior to commencing the application of the epoxy. If

the contractor fails to to comply with this requirement, all additional

costs consequential to failure of the epoxy and/or its substrate will

be for the sole account of the contractor.

Prepare, prime and Stoneshield SLT seamless, self-smoothing,

impervious, seamless, slip-resistant, epoxy, to an approved colour,

including Stoneshield sealer and clear epoxy sealer, all by an

approved applicator with a documented quality assurance plan,

including floor screed

39 117 4mm Thick on floors, including its screed. m² 74

39 482 4mm Thick on floors in narrow widths not exceeding 300mm,

including its screed. m 6

39 848 150mm High skirting, including cove at junction with wall with

integral seal at joint between floor finish and skirting [including

screeded cove base]. m 25

INTERNAL PLASTER

Two-coats steel-trowelled rendered plaster on brickwork

40 213 On walls. m² 624

40 578 On walls in narrow widths. m² 21

Two-coats steel-trowelled rendered plaster on concrete

40 943 On soffits of concrete slabs. m² 52

EXTRENAL PLASTER

Two-coats steel-trowelled rendered plaster on brickwork

41 309 On walls. m² 1 125


Resin Bonded Plaster, "Marmoran" 1mm Marmotex coating, spray

application, colour to be specified later by architect.

42 039 On Walls m² 1 048


Resin Bonded Plaster, "Marmoran" 1.5mm thick Permacrete

coating, sealed with glaze, trowel application, colour to be specified

later by architect

42 770 On Walls m² 77



BILL NO. 5

PAINTWORK



quantities. ----------------------------------


Protection and cleaning

The contractor shall provide the tarpaulins, cover-sheets, etc., as

may be necessary for the protection of the works during painting.

Before painting is commenced, all floors shall be swept, walls dusted

and no further sweeping, or dusting, shall be allowed before all

painted surfaces are completely dry.

Paint on pipes, gutters, etc.

Paint on pipes, etc., is hereby deemed to include the associated

painting of the affected holderbats, hangers, clips, brackets and

similar fixings.

PAINTWORK, ETC., TO NEW WORK

ON INTERNAL PLASTER SURFACES

Prepare, undercoat and two coats "Plascon Low Sheen", or equal

and approved, paint

36 927 Walls m² 1 624

37 292 In narrow widths on walls m 44

Prepare, prime, undercoat and two coats superior quality universal

enamel paint.

37 657 Smooth plastered ceilings and beams. m² 1 391

38 022 Soffits of landings and raking soffits of stairs. m² 46

ON INTERNAL PLASTERBOARD SURFACES

Prepare, prime and two coats Plascon PEM 1000highly durable

acrylic emulsion paint on internal smooth plastered Gyproc

Rhinoboard partitions

38 388 Partitions. m² 289

Prepare, one coat merit plaster primer and two coats "Plascon

Professional Copolymer Acrylic" paint code E 29-2 dusty silver, or

equal and approved, paint

38 753 Ceilings and cornices, including priming metal cover strips and

nailheads. m² 321

ON METAL SURFACES

Factory coated Red Oxide with phosphate primer for semigloss

enamel paint Dulux French clay 6I1-4

39 118 Door frames m² 98

ON WOOD SURFACES

Sand and stop where necessary. Prepare and apply undercoat and 2

coats, Dulux eggshell enamel paint, colour - white.

39 483 On doors m² 105

Sand and stop where necessary. Prepare and apply Dulux primer

for wood (oil based), Dulux clear timber vanish-eggshell finish

39 849 On doors m² 7

1 ct pink wood primer 1ct universal undercoat 2ct high gloss

enamel/Dulux/Plascon or similar

40 214 On doors m² 4

ON STEEL SURFACES

PREPARE, PRIME AND PAINT TWO COATS EGGSHELL ENAMEL ON

GALVANISED STEEL

40 579 Structural Steel Members t 62,19

40 944 1000mm High galvanised balustrade. m 42

41 310 Pipe not exceeding 100mm diameter, including brackets. m 56


BILL NO. 6

ELECTRICAL WORK



quantities. ------------------------------------

Electrical Installation

36 928

Electrical, Installation, including lighting and accessories, socket

outlets, fire detection, PA and audio system, electrical distribution,

electronic and accessories, cabling and accessories, conduits and

cable racks, trenching and excavation, general and preliminaries

(Carried from Part B - Electrical Work) Item 1


BILL NO. 7

LANDSCAPING AND IRRIGATION



quantities. ------------------------------------

Landscaping

36 929 Landscaping including, irrigation, street furniture, playground

equipment and walkways (Carried from Part C - Landscaping and

Irrigation) Item 1


BILL NO. 8

EXTERNAL WORKS

All the Trade Preambles and Supplementary Preambles which apply

to any Trade in the previous bills is hereby deemed to apply with

equal force and effect to the same Trade in this bill.


Roadwork generally

The cost of bituminous premix surfacing shall include the cost of

protection of kerbs, channels, buildings and anything else likely to be

damaged, or defaced, thereby. The cost of channels, humps and

shoulders formed in surfacing shall include the cost of the formation

of channels, humps and shoulders in the associated base course,

subgrade, etc. and for angles, ends, etc. The cost of concrete kerbs,

channels, etc., shall include the cost of the necessary excavation, risk

of collapse of the sides of the excavation, keeping excavation free

from water, backfilling with suitable material from the excavation,

compacting and removing surplus excavated material.

Paving

Paving shall be laid in accordance with SABS 1200 MJ, SANS 1058

and the Concrete Masonry Association's specifications

BOUNDARY PERIMETER WALLS, FENCING & GATES

ALTERATIONS

Temporary barriers, screens, etc including removal

Security fencing, gates, etc. including two coats aluminium paint on

metal stays, framing, etc

36 930

Security fencing 1.8m high vertically with 450mm wide 45 overhang

to one side formed of Y section standards 1800mm long with 450mm

overhang driven into ground at average 3m centres, galvanised

straining wires and galvanised barbed wires tied to standards,posts

and eye bolts, the 1.8m vertical height covered with galvanised wire

mesh fixed at 1000mm centres to each straining wire m 355

37 295

Double gate 2500 x 1800m high vertically, each leaf with one

intermediate stile and two diagonal braces, the hanging stiles

lengthened and fitted into internal diameter thick tubular collar long

cast into concrete,both stiles extended at top to form overhang to

suit the security fencing and the vertical section covered with

galvanised wire mesh fixed to framing etc including heavy duty hasp

and staple, approved padlock and two barrel bolts with two keeps in

and including concrete anchor blocks No 2

EARTHWORKS

Site clearance

37 660

Digging up and removing rubbish, debris, vegetation, hedges, shrubs

and trees not exceeding 200mm girth, bush, etc m² 8 629

38 025 Tree exceeding 500mm and not exceeding 1000mm girth No 10

38 391 Tree exceeding 1000mm and not exceeding 1500mm girth No 10


38 756 Trenches. m³ 65

39 121 Open face excavation to form platform under parking areas etc and

depositing excavated material over site including haulage not

exceeding 1km from perimeter of excavations m³ 2 954

39 486 Ramps m³ 51


39 852 Surplus material from excavations and/or stock piles on site, to a

dumping site to be located by the contractor. m³ 2 954

Risk of collapse of excavations

40 217

Sides of trench and hole excavations not exceeding 1,5m deep. m² 151

C4 filling for sub-base stabilized and compacted supplied by the

contractor compacted to 93% Mod AASHTO density

40 582 In bottom of road bed excavations m³ 1 289

Layer of clean sand supplied by the contractor

40 947 In bottom of road bed excavations m³ 172

Compaction of surfaces

41 313

Compaction of ground surface, including scarifying for a depth of

150mm, breaking down oversize material, adding suitable material

where necessary and compacting to 90% Mod. AASHTO density. m² 8 595

Prescribed density tests on filling

41 678

In-situ dry density test in accordance with method A10(b) of TMH1. No 4

ROADWORK, PARKING, PAVING, ETC

ROADWORKS AND WALKWAYS

BOSUN Interlocking Tiles, Size 200mm x 100mm x 60mm, laid in

herringbone pattern on and including a 20mm bed of sand, sand

filling to joints, compacted and all necessary edge blocks

42 043 60mm Paving to parking areas etc to falls m² 3 756

AVENG INFRASET Village Cobble, size 150 x 150 x 60mm, laid in



42 408 60mm Paving to parking areas etc to falls m² 111

AVENG INFRASET G-Blok, size 221.2 x 110.8 x 80mm, laid in



42 774 80mm Paving to parking areas etc to falls m² 133

25MPa/19mm reinforced concrete

43 139 Paving to parking areas, roadways, etc in panels between

construction joints etc m³ 58

Finishing top surfaces of concrete with a coarse hard grass broom

43 504 Paving to parking areas, roads, etc to falls m² 4 000

Saw cut joints

43 869 3 x 50mm Saw-cut joints in top of concrete. m 25

Vertical joggle construction joints through concrete including thick

cement slurry to one face

44 235 Paving not exceeding 300mm thick m 125

Sundries

44 600 Circular cutting to paving blocks. m 60

Precst Concrete

Precast concrete finished smooth on exposed surfaces including


44 965

Mountable kerb (SABS 927) 300 x 250mm high overall in 1 000mm

lengths bedded in 15MPa dry concrete mix and jointed in 3:1 cement

mortar with flush joints including necessary formwork, excavations,

backfilling, compacting, etc. m 490

45 330 Ditto, but circular on plan not exceeding 4m radius m 32

45 696 Barrier kerb (SABS 927) 125 x 250mm high overall in 1 000mm

lengths bedded in 15MPa dry concrete mix and jointed in 3:1 cement

mortar with flush joints including 150 x 150 x 150mm 15MPa

concrete haunching at joints, necessary formwork, excavations,

compacting, etc. m 112

46 061 Ditto, but circular on plan not exceeding 4m radius m 26

Sundries

46 426 Expension joints between concrete filled with 1:3 mortar m 199

ROAD MARKINGS, SIGNAGE, ETC.

Road-paint signs, etc., on block, or tarmac, paving

46 791 1m High "handicapped person" sign. No 10

47 157 1m High "no entry" sign. No 10

10 997 1m High "STOP" wording. No 1

11 362 1m High "NO PARKING" wording. No 10

11 727 100mm Wide "broken" line m 375

12 093 1m High "Visitors parking only'' sign No 5

12 458 1m High "Restricted Access''sign No 4

12 823 2.5m Long "Straight arrow" directional sign No 14

13 188 2.5m Long "directional arrow" sign No 1

Road signs

13 554 Standard "STOP" sign with 50mm diameter galvanised mild steel post

bedded in and including unreinforced concrete base, including any

necessary excavation, paint finish, etc No 10

13 919

Standard "NO PARKING" sign with 50mm diameter galvanised mild

steel post bedded in and including unreinforced concrete base,

including any necessary excavation, paint finish, etc No 10

14 284

Standard "NO ENTRY" sign with 50mm diameter galvanised mild

steel post bedded in and including unreinforced concrete base,

including any necessary excavation, paint finish, etc No 10

14 649 Standard "YIELD" sign with 50mm diameter galvanised mild steel

post bedded in and including unreinforced concrete base, including

any necessary excavation, paint finish, etc No 10


BILL NO. 9


NOTES:





































equipment,



contractor.

STEEL GATES

36 931 Provide the sum of R320,000.00 (Three Hundred and Twenty

Thousand Rands) for Steel Gates Item 1

37 296 Profit. %IT


FENCING

38 026 Provide the sum of R380,000.00 (Three Hundred and Eighty

Thousand Rands) for Fencing Item 1

38 392 Profit. %IT


BUDGETORY ALLOWANCE

NOTES:

The items desirbed hereunder cover work which is not fully defined

at tender stage and s intended to be excecuted by the contractor at

rates to be agreed with the contractor. The amounts shown shall be

used as directed by the Representative/Agent and shall be deducted

in whole in part if not required.

Builders Work in Connection with Services

39 122

Provide the Amount of R175 000.00 (One Hundred and Seventy Five

Thousand rands) for builders work in connection with services to be

executed to existing,etc to be used as directed by the Arcitect and

deducted in whole or in part if not required. Item 1

43 862 DEMOLITIONS Page 275

43 863 EARTHWORKS Page 286

43 864 MASONRY Page 290

43 865 PLASTERING Page 295

43 866 PAINTWORK Page 298

43 867 ELECTRICAL WORK Page 299

43 868 LANDSCAPING AND IRRIGATION Page 300

43 869 EXTERNAL WORK Page 306


SECTION NO. 3: BRIXTON SWIMMING POOL

BILL NO. 1

DEMOLITIONS AND ALTERATIONS

NOTE: Tenderers are required to study the Model Preambles before

pricing all these bills of quantities.----------------------------------


deemed to be a fixed price for the duration of this project ---------------

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


All Supplementary Preambles that appear elsewhere in the Bill of

Quantities apply with equal force and effect in this Bill.

NOTE: Tenderers are required to appoint a Specialist Heritage

Contractor to execute the work.

View site

Before submitting his tender the contractor shall visit the site and

satisfy himself as to the nature and extent of the works to be

executed, the conditions under which the works are to be executed

and the value of the materials contained in the buildings, or portions

of the buildings, to be demolished. No claim for any variations of the

contract sum in respect of the nature and extent of the works, or of

the conditions under which the works are to be executedor, or of

inferior, or damaged, materials, will be entertained.

Explosives

No explosives whatsoever may be used for demolition purposes,

unless otherwise stated in writing.

General

The contractor shall carry out the whole of the works with as little

mess and noise as possible and with a minimum of disturbance to

adjoining premises and their tenants. The contractor shall provide

proper protection and provide, erect and remove when directed, any

temporary tarpaulins that may be necessary during the progress of

the works, all to the written satisfaction of the principal agent.

Water supply pipes and other piping that may be encountered and

found necessary to disconnect, or cut, shall be effectually stopped

off, or grubbed up, and removed, and any new connections that may

be necessary shall be made with proper fittings, to the written

satisfaction of the principal agent.

Doors, fanlights, fittings, frames, linings, etc., which are to be re-used

are hereby deemed to include for the cost of thoroughly

"overhauling" before re-fixing, which includes taking off, easing and

rehanging, cramping up, re-wedging as required and making good

cramps, dowels, etc., and easing, oiling, adjusting and repairing

ironmongery as necessary, replacing any glass damaged in removal,

or subsequently, and stopping up all nail- and screw-holes with

tinted plastic wood to match the timber, unless otherwise described

in writing. Re-painting, or re-varnishing, is described separately.

Prices for taking out of doors, windows, etc., are hereby deemed to

include for the cost of removal of all beads, architraves,

ironmongery, etc.

Prices for taking out and removing doors and frames shall be hereby

deem to include for removing door stops, cabin hooks, etc., and

making good floor and wall finishes to match existing.

With regard to building up of openings in existing walls, cement

screeds and pavings, granolithic, tops of walls, etc., shall be levelled

and prepared for such raising of brickwork.

Making good of finishes shall include for the cost of making good of

the brick and concrete surfaces onto which the new finishes are to

be applied, where necessary.

The contractor will be required to take all dimensions affecting the

existing buildings on the site and he will be held solely responsible

for the accuracy of all such dimensions where used in the

manufacture of new items (doors, windows, fittings, etc.)

Removal of demolished, or other, materials arising from the

alterations and demolitions


be hereby deemed to include loading such material onto trucks

directly from the works, or, alternatively, from stock piles situated on

the site, and taking such material to a registered dump-site that has

been located off-site by the contractor for such disposal. The

availability of such dump-site, and its possible subsequent

replacement, is at the sole risk of the contractor and no claims in

respect of additional costs arising from this possibility will be

entertained.

METHOD STATEMENT

36 951


commencement of any contractor's works, a written detailed

method statement in respect of the contractor's proposed method

and order of construction, including establishment, service

arrangements, order of alterations, location of waste heaps, lay-

down areas, stores, offices, etc., for prior written approval. If the

contractor fails to comply with this requirement and any additional

expense is incurred as a result of the contractor's unilateral choice of

the location of his establishment, or any other such similar unilateral

decision, the consequential cost of rectifying such situation will be


EXISTING WORK

37 316

The contractor shall survey the existing premises to an approved

detailed degree and submit a written report thereon to the principal

agent before commencing the works. Item 1


expose where so directed by the principal agent, all existing services

on the site. Item 1

SPECIAL PROTECTION OF SPECIFIC EXISTING SERVICES IN THE

WORKS AREAS

The contractor is to timeously protect the following existing works

with all the means that would be reasonably expected, and take

every precaution that would be reasonably expected to ensure no

consequential damages are incurred. All additional costs that might

arise as a result of the contractor failing to take the necessary

precautions, or failing to apply such necessary means, will be hereby

deemed to be for the contractor's account.

38 047 Protect the existing electrical supply system. Item 1

38 412 Protect the existing lightning protection system. Item 1

38 777 Protect the existing instrumentation, communication and electronic

systems. Item 1

39 142 Protect the existing rainwater system. Item 1

39 508 Protect the existing soil drain system. Item 1

39 873 Protect the existing water supply system. Item 1

40 238 Protect the existing security system. Item 1

40 603

Protect the existing heating, ventilation and air-conditioning systems. Item 1

40 969

Protect the existing raised access flooring which is to remain in situ. Item 1

41 334

Protect the existing floor finishes which are to remain in situ. Item 1

41 699 Protect the existing wall finishes which are to remain in situ. Item 1

42 064 Protect the existing ceilings and ceiling finishes which are to remain

in situ. Item 1

42 430 Protect the existing fittings, projector screens, writing-boards, sinks,

shelving, etc., which are to remain in situ. Item 1

42 795

Keep the works waterproof until the date of final completion. Item 1

TEMPORARY BARRIERS, SCREENS, ETC.

Temporary barriers, screens, etc., including maintainance for

construction period and removal on completion

43 160

Drywall barrier from ground floor to ninth floor around escalator

formed of galvanised steel channel section rails and studs covered on

both sides with 9mm thick gypsum board panels and finished with

two coats interior quality PVA emulsion paint on both sides,

including corners, ends, etc. m 50

43 525

Drywall barrier 2700mm high formed of galvanised steel channel

section rails and studs covered on both sides with 9mm thick gypsum

board panels and finished with two coats interior quality PVA

emulsion paint on one side, including corners, ends, etc. m 50

43 891 Extra on barrier for lockable door size overall 1600 x 2100mm high in

two leaves including lock and three keys. No 10

REMOVAL OF EXISTING WORK

Breaking down and removing concrete, etc.

44 256 Demolish and remove concrete laundry wash tubs 0.8m long x 0.55m

wide No 1

44 621 Demolish and remove counter 3.5m long x0.6m wide No 1

44 986 Allow for the partial demolishion or cutting of window cill circular on

plan 250mm wide x 150mm high m 6

Breaking down and removing brickwork, etc.

45 352 One-brick wall m² 142

Taking out and removing joinery fittings, etc.

45 717

Removal of existing wooden benches 0.84m long x 0.25m wide No 46

Taking out and removing skirtings, etc.

46 082 Skirtings to external change cubicles m 10

Hacking up and removing existing floor tiles

46 447 Tile to floors m² 9

46 813 Remove existing ceramic floor tiles and scarify existing screed to

receive 300 x 300mm tiles from Terra Stone black m² 64

Hacking up and removing existing wall tiles

47 178 Tiles to walls. m² 65

Hacking up/off and removing granolithic, screeds, plaster, etc.,

from concrete, or brickwork, and preparing surfaces for new

screeds, new plaster, etc., to match existing, including making good

with existing

11 018 Screed from floors in patching. m² 36

11 383 Remove epoxy coating from floors by means of chemical treatment

(solvent or biochemical stripper) m² 371

11 749 Wall plaster in patching. m² 30

Taking out and removing piping, sanitary fittings, etc., including

disconnecting piping from fittings and making good floor and wall

finishes (making good tiling and paintwork elsewhere)

12 114 Vitreous china wash hand basin. No 4

12 479 Vitreous china wall hung urinal with flush valve. No 1

12 844 Shower sets including lengths of piping, etc No 10

Taking out and removing bathroom accessories

13 210 Soap dispensers No 9

13 575 Paper towel holders No 9

Taking out and removing glass and mirrors

13 940 Mirror 600 x 900mm high from wall. No 2

14 305 Mirror 1000 x 1200mm high from wall. No 2

Take out and remove burglar bars 2370mm long x 800mm high

14 671 Burglar bar 2370mm long x 800mm high No 1

Sundry builder's work

15 036 Carefully remove existing cubicle timber door frame overal size 15m

long x 2.2m high, to be set aside for re-use and adapt opening to

receive treated and repainted frame [frame and building in

elsewhere measured] and make good all round both sides, including

threshold. No 2

15 401 Carefully remove existing cubicle timber door frame overal size

2.60m x 2.2m high, to be set aside for re-use and adapt opening to



threshold. No 1

15 766 'Carefully remove existing doors to be set aside for re-use(elsewhere

- door approximately 0.90m x 2.03mm high) from frame and adapt

opening to receive treated and repainted door [door and building in


threshold. No 46

16 132 Carefully remove existing cubicle timber door frame overal size

8.40m x 2.2m high, to be set aside for re-use and adapt opening to



threshold. No 1

BUILDING UP OPENINGS

Brickwork in NFP bricks in Class II mortar in building up openings

16 497 Half-brick thick walls. m² 30

16 862

One-brick walls in closing window opening not exceeding 2.5m2 m² 30

Taking out/off and removing sundry metalwork

17 227 Burglar proofing with frame 2370mm x 800mm high bolted to

brickwork, including making good face brickwork No 1

MAKING GOOD OF FINISHES, ETC.

Making good slab soffit

17 593 Ceilings in patches. m² 554

Make good external cement plaster

17 958 All cracks ro be cleaned annd regrouted to external walls in patch

work. m² 551

Making good internal cement plaster

18 323 Walls in patches. m² 50

18 688 Walls where one brick walls removed. m 50

19 054 Concrete soffits in patches. m² 50

Making good timber slats

19 419

Treat wooden slats 950mm long x 500mm wide with appropriate

wooden treatment and apply two coats of varnish No 2

Make good all wall tiles

19 784 Clean and regrout all existing wall tiles m² 65

Making good existing brickwork

20 149 All damaged bricks to be replaced m² 330

Make good existing screeded floors

20 515 Allow polish to screeds m² 60


BILL NO. 2



Trades before pricing this Bill. ----------------------------------



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






Cost 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 principal agent. The

testing shall be undertaken by an independent firm, or institution,

nominated by the contractor to the written approval of the principal

agent. (Test cubes are measured separately)

Breeze concrete

Breeze concrete shall consist of twelve parts clean dry furnace ash,

free from coal, or other foreign matter, to one part cement (12:1),

the ash graded up to particles which will pass a 16,5mm ring from a

minimum which fails to pass a 4,75mm mesh. The finer materials

from the screening are to be first mixed with the cement into a

mortar and the ash added afterwards and thoroughly incorporated.

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

Formwork to soffits of solid slabs, etc., shall be deemed to be to

slabs not exceeding 250mm thick, unless otherwise described.

Formwork to soffits of slabs, beams, etc., shall be deemed to be

propped up exceeding 1,5m and not exceeding 3,5m high, unless

otherwise described.

Formwork to sides of bases, pile caps, ground beams, etc., will only

be measurable where it is prescribed in writing by the principal agent

for design reasons. Formwork necessitated by irregularity, or

collapse of excavated faces, will not be measured and the cost

thereof shall be deemed to be included in the allowance for taking

the risk of collapse of the sides of the excavations, provision for

which is made in "Earthworks".

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

30MPa/19mm concrete

36 952

Allow for the recasting of window cill 250 mm wide x 150 mm high m³ 1


BILL NO. 3

MASONRY





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




All Supplementary Preambles that appear elsewhere in the bills of

quantities apply with equal force and effect in this bill.

BRICKWORK

Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick" shall

represent the length and "half brick" the width of a standard brick.

Hollow walls, etc.

Descriptions of hollow walls shall be deemed to include leaving every

fifth perpend of the bottom course of the external skin open as a

weep hole.

BRICKWORK

SUPERSTRUCTURE

Brickwork of NFX bricks in class II mortar

36 953 Half brick thick walls. m² 57


BILL NO. 4

CARPENTRY AND JOINERY





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






Joinery

Descriptions of frames shall be hereby deemed to include frames,

transoms, mullions, rails, etc.

Descriptions of hardwood joinery shall be hereby deemed to include

pelleting of bolt holes with pellets made from the same type of

hardwood, that matches the colour and grain.

In the case of wrot wood, the dimensions given are the NETT

dimensions, which account for a nominal 3mm planed off each such

wrot face. The contractor is hereby deemed to have taken account of

this in his prices.

Decorative laminated finish

Decorative laminate finish Laminate finish shall be glued under

pressure. Edge strips shall be butt-jointed at junctions with adjacent

similar finish.

METHOD STATEMENT AND "WORKING DRAWINGS"

36 954


commencement of any contractor's works, a written detailed

method statement in respect of the contractor's proposed method

and order of construction of the following works, including

establishment, service arrangements, order of work, location of

waste heaps, lay-down areas, stores, offices, etc., for prior written

approval. If the contractor fails to comply with this requirement and

any additional expense is incurred as a result of the contractor's

unilateral choice of the location of his establishment, or any other

such unilateral decision, the consequential cost of rectifying such

situation will be for the contractor's account. Item 1

37 319

Timeously prepare itemised "working drawings" for all the following

works, and associated builder's work, and submit one set to the

principal agent for written approval prior to starting its construction.

Such drawings shall depict all the design and technical information

that could be reasonably expected in order to depict the

comprehensive specification of such proposed works, including all

detailed design and specification assumptions. All costs that might

arise from the contractor's failure to comply with these requirements

shall be for the contractor's account. Item 1

DOOR FRAMES

37 684

Timber door frame 0.4m wide with overall size 15m long x 2.2m high No 2

38 050

Timber frame 0.4m wide with overall size 2.6m long x 2.2m high No 2

DOORS

38 415 Door size overall 762 x 2000mm high. No 46

38 780 Door size overall 800 x 2030mm high. No 5

39 145 Glazed entrance door with access control overall size 3 600mm wide

x 2 800mm high No 1

39 511

Solid timber tongue and groove door, including 1.2mm thick hard

wood single rebate door frame 2100mm high, complete with 1.5mm

thick hinges with lock slot surround plate 1100mm high No 1

FITTINGS

Kitchen cupboards etc

39 876

Supply and install L shaped counter 2400mm long x 600mm wide

and approximately 1250mm high with sides, bottom, divisions, shelf,

back and double hinged doors (sink elsewhere) No 2

BENCHES

40 241 Wooden benches 0.84m long x 0.25m wide No 46

SKIRTINGS

40 606

Re-insall existing 200mm wide x 100 mm high skirtings, nailed m 8


BILL NO. 5

IRONMONGERY





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




BATHROOM FITTINGS

36 955 'FRANKE" Double toilet roll holder Model/Type STRX672. Toilet

rollholder with spindle system for wall mounting, maufactured from

18/10 1.2 Stainless steel, satin finished with surface treatment.

Product Code 359716. No 11

37 320

'FRANKE" Sanitary Towel Disposal Bin Model/Type STRX611. Surface

mounted disposal bin, manufactured from 18/10 1.2mm Stainless

steel satin finished with surface treatment. Product Code 359740. No 4

37 685

'FRANKE" Soap Dispenser Model/Type STRX618. Surface mounted

soap dispenser, manufactured from (18/10) 1.2mm Stainless steel,

satin finished with surface treatment. Product Code 359705 No 6

38 051

'FRANKE" Hand Dryer Model/Type HF2400HD. Sensor operated hand

dryer for wall mounting. manufactured from (18/10) 1.2mm Stainless

steel. With Satin finish. Product Code 359961. No 2

38 416 'FRANKE" Paper Towel Dispenser/Type RODX600 for wall mounting,

0.8mm stainless steel, surface satin finished, folded front cover,

cylinder lock with Franke standard key, incl. stainless steel screws

and dowels No 6

38 781 FRANKE Waste Bin Model/Type STRX605. Surface mounted waste

bin, manufactured from 18/10 1.2mm Stainless steel satin finished

with surface treatment. Product Code 359730 No 2

39 146 Cobra T SPRAY-KIT Trigger control hand spray, high pressure

Chromalux hose, angle valve and hand shower holder or acceptable

equivalent No 2

SUNDRIES

39 512 38mm Diameter rubber door stop plugged. No 2

39 877 150mm Brass hat and coat hook with rubber buffer. No 16

BUDGETARY AMOUNTS

The value of budgetary allowances will be measured and valued in

accordance with clauses 17.0 and 32.0 of the agreement.

40 242 Provide the budgetary allowance of R216 000 for sundry

ironmongery works Item 1


BILL NO. 6

METALWORK





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




Descriptions of bolts, anchors, etc

Descriptions of bolts shall be deemed to include nuts and washers



brickwork or concrete

Items described as "holed for bolt(s)" shall be deemed to exclude the

bolts unless otherwise described


fibre, plastic or metal plugs at not exceeding 600mm centres

STEEL WINDOWS, DOORS, ETC

GALVANISED STEEL WINDOWS, DOORS, ETC

36 956 Galvanized mild steel casement window with louvres overall size

880mm x 600mm high No 3

37 321

Mild steel framed glass door overall size 2 160mm x 2 400mm high No 1

SUNDRY METAL WORK

Purpose made shower doors 2000mm x 1500mm high to match

existing

37 686 Steel shower doors 2000mm x 1500mm high No 10

38 052

Re-install burglar bars overall size 2370mm long x 800mm high No 1

PAINTING

38 417 On steel shower doors m² 60

38 782 Painting to burglar bars overall size 2370mm long x 800mm high to

both sides m² 4

GALVANISED STEEL HANDRAILS

39 147

Paraglegic grab rail overall length 1880mm Hollow section rails No 1

GATES

39 513 Mild steel security gate 876mm x 2 432mm high (D09) No 1

39 878 4200mm x 1800mm Clearvu mesh panels to fill gaps, as per drawing

â€¦.. No 18


BILL NO. 7

PLASTERING





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






No touching up of finished plaster-work will be permitted.

INTERNAL SCREEDS

Screeds on concrete

36 957 Epoxy floor screed by Indu floors to floors m² 371

INTERNAL PLASTER

One coat cement plaster on brickwork, small part on concrete, to

receive paint, or wall-paper

37 322 On walls. m² 9


EXTERNAL PLASTER

38 053 On walls. m² 938

38 418 On spectator seating m² 167


BILL NO. 8

TILING





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




WALL TILING

All wall tiling joints shall line up with floor tiling joints and the

contractor's tender is hereby deemed to account for this.

200 x 200 ceramic tiles (PC R180 /m2) with 10mm joints in both

directions fixed with adhesive to plaster (plaster elsewhere

measured) and flush pointed with waterproof jointing compound

36 958 On walls. m² 67

150 x 150 x 6.8mm Shiny tiles by Union tiles to be fixed in

accordance with heritage architects layout and to match samples

37 323 On walls. m² 33

FLOOR TILING

200 x 200 ceramic tiles (PC R180 /m2) with 10mm joints in both

directions fixed with adhesive to plaster (plaster elsewhere

measured) and flush pointed with waterproof jointing compound

37 688 On floors and landings m² 17

600 x 600mm Polished granite tiles (PC R850 per square metre)

with 3mm wide joints, jointed and pointed with waterproof grout

mixed with Permoseal instead of water


250 x 250 x 23mm Terracotta tiles (PC R250 / m2) fixed with

adhesive to screed (screed elsewhere measured) and flush pointed

with tinted grout


300 x 300mm tiles from Terra Stone black laid to manufacturers

specificaion in straight layout make up shortfalls in cut tiles as well

as in chequer board layout use only full tiles


TEA KITCHEN AND VANITY COUNTERS, FASCIAS, UPSTANDS

VANITY TOPS

BUDGETARY AMOUNTS

The value of budgetary allowances will be measured and valued in

accordance with clauses 17.0 and 32.0 of the agreement.

39 149 Provide the budgetary allowance of R50 000 for repairs to existing

tiles Item 1

PROTECTION OF EXISTING WORKS

39 515 Allow for the protect existing wall tiles from damage with a soft

board etc m² 13


BILL NO. 9

PLUMBING AND DRAINAGE





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




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

Stainless steel for urinals, basins, quality sinks, wash troughs,

institutional equipment, etc., shall be type 304 (18/8).

Sealing of edges

Costs of sinks, basins, baths, urinals, etc., are hereby deemed to

include for the cost of their outer edges being sealed against

adjacent surfaces with approved silicone.

uPVC pipes and fittings

Sewer and drainage pipes and fittings shall be jointed and sealed

with butyl rubber rings Soil, waste and vent pipes and fittings shall

be solvent weld jointed or sealed with butyl rubber rings

Copper pipes

Pipes shall be hard drawn and half-hard "Maksal" pipes of the class

described. Class 0 (thin walled hard drawn) pipes shall not be bent.

Class 1 (thin walled half-hard), Class 2 (half-hard) and Class 3 (heavy

walled half-hard) pipes shall only be bent with benders with inner

and outer formers. Fittings to copper waste, vent and anti-syphon

pipes, capillary solder fittings and compression fittings shall be

"Cobra Watertech" type. Capillary solder fittings shall comply with

ISO 2016

Copper pipes are to be installed in accordance with the latest

revision of the Code of Practice for Copper Plumbing soldering

techniques. Flux, solder, etc to be strictly in accordance with the

manufacturer's requirements with special attention to copper flux

composition

Reducing fittings

Where fittings have reducing ends or branches they are described as

"reducing" and only the largest end or branch size is given. Should

the contractor wish to use other fittings and bushes or reducers he

may do so on the understanding that no claim in this regard will be

entertained

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall be

deemed to include fixing to walls, etc, casting in, building in or

suspending not exceeding 1m below suspension level

Paper wrapping to pipes

Pipes chased into brickwork must be wrapped with two layers of

stout brown paper tied with wire. Rates are to include for wrapping

around joints and fittings

Disinfection of water pipework

Water pipework is to be disinfected at completion in accordance

with SABS 1200L (provision for disinfection elsewhere)

General

Descriptions of service pipes and flexible connecting pipes shall be

deemed to include connections to taps, cisterns, etc., and to steel

pipes (adaptors for connections to copper pipes, etc., are given

separately).

Descriptions of WC pans, slop hoppers, etc., shall be deemed to

include for joints to soil pipes.

As-built drawings

Where required, the contractor shall prepare an updated set of as-

built drawings. At completion of the works the contractor shall hand

these drawings to the principal agent for reproducing onto the

originals for handing over to the employer (provision for allowance

of as-built drawings elsewhere)

SANITARY FITTINGS

Vaal, or equal approved, first grade commercial quality white


36 959

Vaal Sanitaryware vitreous china 560 x 415mm rounded TUSCANY

basin (code: 700603) with one semi-punched tapholes, integrated

overflow, and chainstay hole through the centre semi-punched

taphole, supported on a Classic floor mounted pedestal (code:

715000). ( Paraplegic wash hand basin) No 2

37 324 Vaal Sanitaryware vitreous china ORCHID close coupled 90Âº outlet

wall hung open rim pan (code 438600) and matching 6 litre

pushbutton top dual flush back inlet cistern (code 4386DT) complete

with lid, fitments with a "Vaal Sanitaryware" double flap thermoset

seat. Code 8531Z0 No 2

Franke, or equal approved, first grade commercial quality white


37 689

Franke Model CMPX592 Heavy Duty Wall and Floor mounted

Stainless Steel WC Pan, with seat holes to suit toilet seat, designed to

fit a concealed flushing system Code: 356115. Isolating ball valves.

Product code 1090-â€•40 as supplied by "Cobra". Sigma concealed



liters. Mambo Actuator plate. Product code 115.751.00.1 finished in

brushed stainless steel. Manufactured by "Geberit"."Estonia"Soft

Closing toilet seat, colour: white. Code: 356258 No 6

38 055

Franke Model CMPX594 Stainless Steel Wall Hung WC Pan with seat

holes to suit toilet seat (code 356122) with 32mm stainless steel grab

rail (code DL2) and grab rail around cistern (code SR2A). Sigma

concealed cisterns as supplied by "Geberit". Kombifix product code


liters.Mambo Actuator plate. Product code 115.751.00.1 finished in

brushed stainless steel. Manufactured by "Geberit". Estonia soft

closing toilet seat, colour: white (Code 356258) (Paraplegic WC) No 2

38 420 Franke Model TU102 Stainless Steel flat back wall mounted, left hand

outlet, 1556mm long Trough Urinal. "Geberit" product code

119.704.16.1 flush pipes."Geberit" product code 152.938.00.1 urinal

traps. No 1

38 785 Franke Model Oval A Wall Mounted Wash Hand Basin with pressed

bowl (Code: 357456) - (1 bowl) No 4

39 150 Franke CHR02 Chronos Range Stainless Steel Wall mounted Hand

Basin (2 bowls) (Code:356658) No 1

39 516 Franke CHR03 Chronos Range Stainless Steel Wall mounted Hand

Basin -- (3 bowls) (Code:356721) No 1

Supply and install Franke CHR03 Chronos Range Stainless steel wall

mounted hand basins (code;356721)

39 881 Franke Stainless steel wall mounted shower panel (code: 359610)

with holes to accommodate "Cobra" underwall single lever shower

mixer (code: TC-956) and"COBRA" single function vandal resistant

shower head (code :KP2.6) No 10


40 246 Geberit Abalona square washbasin less abled accessible by wheel

chair, shallow basin, visible overflow, centred taphole (code:

500.292.01.1) with "Geberit" concealed trap with wall cabinet and

ready to fit set (code:151.120.21.1) and "Geberit"dip tube trap,

horizontal outlet: d32mm G1 1/4" bright chrome

plated(code:151.034.21.1) No 2

TAPS, VALVES, ETC


40 611 Cobra Single lever sink mixer with tubular swivel outlet (Code: SS-

970). No 2

40 977 '"Cobra" Metering pillar tap with Chrome plated finish (Code:

KM2.100), with non-hold open feature, flow controller. Flow cycle 1-

20seconds. No 9

41 342 Cobra Capstan range, one hole basin mixer with cast fixed outlet

(Code: CS-294CP) No 2

41 707

Cobra underwall single lever shower mixer (Code: TC-956) and

"Cobra" single function vandal resistant shower head (Code:KP2.6) No 2


42 072 Geberit Self closing tap type 26 without mixer; bright chrome plated.

(Code:115.720.21.1) No 2

Testing

42 438 Allow for testing of all existing sanitary system Item 1

BUDGETARY ALLOWANCES

42 803

Allow the budgetary amount of R 60 000 for unforeseen works Item 1


BILL NO. 10

GLAZING


Trades before pricing this Bill. -----------------------------------



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




MIRRORS

4mm Silver float glass copper mirrors size 0.6m x 0.9 mwith 10mm

bevelled and polished edges fixed with double sided adhesive tape

on top of tiles

36 960 Mirror 600 x 900 mm high. No 14

37 325 Mirror 1000 x 1200 mm high. No 6


BILL NO. 11

PAINTWORK





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




Unless otherwise described, the paint specification shall be in

accordance with Plascon products.

Previously painted plastered surfaces

Surfaces shall be thoroughly washed down and allowed to dry

completely before any paint is applied. Blistered or peeling paint

shall be completely removed and cracks shall be opened, filled with a

suitable filler and finished smooth.

Previously painted metal surfaces

Surfaces shall be thoroughly rubbed and cleaned down. Blistered or

peeling paint shall be completely removed down to bare metal.

Previously painted wood surfaces

Surfaces shall be thoroughly cleaned down. Blistered or peeling

paint shall be completely removed and cracks and crevices shall be

primed, filled with suitable filler and finished smooth.

PAINTWORK, ETC., TO NEW WORK

ON INTERNAL METAL SURFACES

Prepare, prime, undercoat and two coats Plascon eggshell enamel

paint

36 961 Steel shower divisions m² 56

ON SMOOTH CONCRETE SURFACES

PAINTWORK TO PREVIOUSLY PAINTED WORK

37 326 Allow paint to window cill m² 5

ON EXTERNAL METAL SURFACES

37 691 Steel pipework ne 300mm girth to match existing m 60

38 057 Gutters and downpipes ne 300mm girth m 403

38 422 Rails, pipes, bars etc m² 326

ON EXTERNAL FLOATED PLASTER

Prepare, undercoat and one coat "Plascon Velvaglo" paint

38 787 Walls in fair condition. m² 1 796

39 152 Plaster band around windows 200mm deep and 200mm wide m 350

39 518 On spectator seating m² 167

ON EXTERNAL WOODEN SURFACES

Prepare, undercoat and two coats "Plascon Velvaglo" paint

39 883 Fascia boards m² 110

40 248 Exterior beams 300mm wide m² 20

40 613 Skirtings 200 mm wide x 10 mm high skirtings nailed m 8


BILL NO. 12


NOTES:





































equipment,



contractor.




PARAPLEGIC SWIMMING POOL LIFT

36 962 Allow R120 000.00 (One Hundred and Twenty Thousand Rand) for

swimming pool lift Item 1

37 327 Profit. %IT

37 692 General attendance. %IT

SWIMMING POOL EQUIPMENT

38 058 Allow R900 000.00 (Nine Hundred Thousand Rand) for new salt

chlorinator Item 1

38 423 Profit. %IT


FITTINGS, FURNITURE AND EQUIPMENT

39 153 Allow the amount of R144 000.00 (One Hundred and Forty Four

Thousand Rand) for fittings, furniture and equipment Item 1

39 519 Profit. %IT


IRONMONGERY

40 249 Allow R120 000.00 (One Hundred and Twenty Thousand Rands) for

ironmongery. Item 1

40 614 Profit. %IT


LANDSCAPING

41 345 Allow R30 000.00 (Thirty Thousand Rand) for landscaping Item 1

41 710 Profit. %IT


HIGH PRESSURE CLEANING TO EXTERNAL FAACADE

42 441 Allow R18 000.00 (Eighteen Thousand Rand) for high pressure

cleaning Item 1

42 806 Profit. %IT


REFURBISHMENT OF SERVICES

43 536

Allow R800 000.00 (Eight Hundred Thousand Rand)for the

refurbishment of the sewer and stromwater drainage system Item 1

43 902 Profit. %IT


43 891 ALTERATIONS Page 321

43 892 CONCRETE, FORMWORK AND REINFORCEMENT Page 324

43 893 MASONRY Page 326

43 894 CARPENTRY AND JOINERY Page 329

43 895 IRONMONGERY Page 331

43 896 METALWORK Page 334

43 897 PLASTERING Page 336

43 898 TILING Page 338

43 899 PLUMBING AND DRAINAGE Page 344

43 900 GLAZING Page 345

43 901 PAINTWORK Page 349


1 MAIN CONTRACTOR Page 271

2 EME/QSE Page 311

3 SWIMMING POOL RATE# Page 354

RATE AMOUNT

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

10 000,00 10 000,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

500 000,00 500 000,00

135 000,00 135 000,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

306 000,00 306 000,00

165 000,00 165 000,00

90 000,00 90 000,00

2 000 000,00 2 000 000,00

372 000,00 372 000,00

1 500 000,00 1 500 000,00

185 000,00 185 000,00

580 000,00 580 000,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

320 000,00 320 000,00

380 000,00 380 000,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

120 000,00 120 000,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00

0,00