principal building agreement preliminaries model …

AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U

ABLUTION RENOVATIONS PHASE 2

VAAL UNIVERSITY OF TECHNOLOGY

BILL NO 1

PRELIMINARIES

The agreement shall be the JBCC Series 2000 Principal Building Agreement prepared by the Joint Building Contract Committee, Edition 5(R1) Code 2101 © July 2007

PRINCIPAL BUILDING AGREEMENT

The preliminaries shall be the JBCC Series 2000 Preliminaries prepared by the Joint Building Contracts Committee, 3rd Edition Code 2103 © May 2005 and shall be deemed to be incorporated herein.

PRELIMINARIES

Except where otherwise stated these Bills of Quantities have been prepared in accordance with the Model Preambles for Trades (1999 Edition) as recommended and published by the Association of South African Quantity Surveyors.

MODEL PREAMBLES

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.

FULL INTENT AND MEANING OF CLAUSES

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

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

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PRELIMINARIESBill No. 1Section No. 1

ORGANIC ARCHITECTS

Carried to Collection R

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Tenderers are referred to the abovementioned documents for the full intent and meaning of each clause thereof (hereinafter referred to by heading and clause number only). Tenderers shall allow apposite each clause for any cost involved with complying with such clause. Any clauses left unpriced shall be deemed to be covered by rates and prices elsewhere incorporated throughout these bills of quantities.

PRICING OF CLAUSES

Should 'Alternative A', as set out within clause 10.3 hereinafter, be 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 :

PAYMENT CATEGORIES

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

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

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

SECTION A : JBCC PRINCIPAL BUILDING AGREEMENT

ItemDefinitions and interpretation

Clause 1.01

DEFINITIONS AND INTERPRETATION

ItemOffer, acceptance and performance

Clause 2.02

OBJECTIVE AND PREPARATION

ItemDocuments

Clause 3.03

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ItemDesign responsibility

Clause 4.01

ItemEmployer's agents

Clause 5.02

ItemSite representative

Clause 6.03

ItemCompliance with regulations

Clause 7.04

Item

Works risk

Clause 8.0

5

ItemIndemnities

Clause 9.06

ItemWorks insurances

Clause 10.07

ItemLiability insurances

Clause 11.08

ItemEffecting insurances

Clause 12.09

N/ANo Clause

Clause 13.010

ItemSecurity

Clause 14.011

ItemPreparation for and execution of the works

Clause 15.012

EXECUTION

ItemAccess to the works

Clause 16.013

ItemContract instructions

Clause 17.014

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ItemSetting out of the works

Clause 18.01

ItemAssignment

Clause 19.02

ItemNominated subcontractors

Clause 20.03

ItemSelected subcontractors

Clause 21.04

ItemEmployer's direct contractors

Clause 22.05

ItemContractor's domestic subcontractors

Clause 23.06

Item

Practical completion

Clause 24.0

7

COMPLETION

ItemWorks completion

Clause 25.08

Item

Final completion

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

Clause 26.0

9

ItemLatent defects liability period

Clause 27.010

ItemSectional completion

Clause 28.011

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Item

Revision of date for practical completionClause 29.6 has been amended by the addition of Clause 29.6.4:“A motivation in terms of the approved programme and supporting documentation as required in Clause 4.2 of Section B: JBCC Preliminaries”

Clause 29.0

1

Item

Penalty for noncompletionAll references to "practical completion" in clause 30.1 should be amended to read "practical completion and works completion".

Clause 30.0

2

Item

Interim payment to the contractor

Clause 31.9 is amended by the deletion of "...within seven (7) calender days of the date of issue of the payment certificate. Payment shall be subject to the contractor giving the employer a tax invoice for the amount due." and replacing with "within fourteen (14) calender days from the date of receipt of an original tax invoice reflecting the amount certified."

Clause 31.10 is amended by the deletion of "...of the date of practical completion" in the first sentence and replacing with "...of the date of final completion".

Clause 31.12 is amended by the deletion of "within seven (7) calender days" in the first sentence and replacing with "within fourteen (14) calender days"

Clause 31.0

3

PAYMENT

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Item

Adjustment to the contract value

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

Notwithstanding the provisions of clause 32.13 or any other clause all fluctuations in costs shall be for the account of the contractor.

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

Clause 32.0

1

ItemRecovery of expense and loss

Clause 33.02

Item

Final account and final payment

Clause 34.10 is amended by the deletion of "within seven (7) calender days of the date of issue of the final payment certificate subject to the contractor giving the employer a tax invoice for the amount due" and replacing with "within fourteen (14) calender days from the date of receipt of an original tax invoice reflecting the amount reflected in the final payment certificate."

Clause 34.13 is amended by the deletion of "within seven (7) calender days" in the first sentence and replacing with "within fourteen (14) calender days"

Clause 34.0

3

ItemPayment to other parties

Clause 35.04

ItemCancellation by employer - contractor's default

Clause 36.05

CANCELLATION

ItemCancellation by employer - loss and damage

Clause 37.06

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ItemCancellation by contractor - employer's default

Clause 38.01

ItemCancellation - cessation of the works

Clause 39.02

ItemDispute settlement

Clause 40.03

DISPUTE

ItemState clauses

Clause 41.04

SUBSTITUTE PROVISIONS

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CONTRACT VARIABLES

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

THE SCHEDULE

ItemPre-tender information

Clause 42.01

Clause

42.1 CONTRACTING AND OTHER PARTIES

42.1.1 Employer: Vaal University of Technology

Domicilium:Andries Potgieter Blvd, Vanderbijl-

park, 1911

Telephone: +27 11Fax: +27 11

42.1.2 Principal Agent:Organic

Architects

Telephone: +27Fax: +27Email:

42.1.3 Agent (1):Organic

Architect

Agent's service:

Telephone: +27Fax: +27Email:

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ORGANIC ARCHITECTS


950 9000

[email protected]

[email protected]

11 886 2171

11 886 2171

Architecture

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42.1.4 Agent (2): Bakhele Consulting CC

Agent's service: Quantity Surveyor

Domicilium: 26 Tecoma PlaceCountry ViewMindrand1685

Telephone: +27 (11) 318 5069 Fax: +27 (11) 318 3033E-mail

42.1.5 Agent (3):

Agent's service:

Domicilium:

Telephone: +27Fax: +27 Email:

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[email protected]

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42.2 CONTRACT DETAILS

42.2.1 Works description:

Ablution Facilities are renovated on the Vanderbijl Main

Campus of the VUT in Blocks A,B,E,F,J,K,M & U

The Gross Construction Area is 44 AblutionBlocks

42.2.2 Site description:

The works is split in three phases. Phase 1

covering the ablutions in Blocks A1,A3, A4,B1,

B2, E2 & E3. Phase 2 covers the ablutions in

Blocks E1, G, M & U. Phase 3 covers the ablu-

tions in Blocks F & K as well as Paraplegic

ablutions in blocks F & G.

42.2.3 Work or installations by direct contractors:

N/A

42.2.4 Specific options that are applicable to Stateorgan

only:

Not Applicable

42.2.5 Possession of the site is intended to be givenon:

TBA

42.2.6 Period for the commencement of the worksafter

the contractor takes possession of the site:

TBA

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

Practical completion for the works as a whole:

Date:Six (6) months after contractual com-mencement datePenalty: 0.05% of contract amount per calender

day

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

The works in sections:

Not Applicable

42.2.9 The law applicable to this agreement shall bethat of:

Republic of South Africa

42.3 INSURANCES

42.3.1 Contract works insurance to be effected by:

Contractor

10% Retention

42.3.2 Supplementary insurance is required:

No

42.3.3 Public liability insurance to be effected by:

Contractor

For the sum of:

With a deductible of:

42.4 DOCUMENTS

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42.4.1 Waiver of the contractor's lien or right of continuing possesion is required:

Yes

42.4.2 Construction document copies to be supplied to the contractor free of charge:

Number of : 3

Any additional copies required by the contractor to be paid directly by the contractor.

42.4.3 Bills of quantities drawn up in accordance with:

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

42.4.4 On acceptance of the tender the priced bills of

quantities is to be submitted simultaneously

42.4.5 JBCC Engineering General Conditions are to be included in the contract documents:

No

42.4.6 The contract value is to be adjusted using escalation adjustment indices:

No - All rates to be fixed

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42.4.7 Details of changes made to the provision of JBCC Series 2000 standard documentation.

A. Principal Building Agreement

Clause 7.0 Note addedClause 25.0 Sub-clause deletedClause 26.0 Note addedClause 29.6 Sub-clause addedClause 30.0 AmendedClause 31.9 AmendedClause 31.10 AmendedClause 31.12 AmendedClause 32.0 Note addedClause 32.6 AmendedClause 32.10 AmendedClause 32.13 Note addedClause 34.10 AmendedClause 34.13 Amended

B. JBCC Preliminaries

Clause 2.2 Note addedClause 4.2 Note addedClause 8.1 AmendedClause 9.2 Amended

Post tender information

Post tender information shall be completed based on consultation with the contractor.

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SECTION B : JBCC PRELIMINARIES

ItemDefinitions and interpretation

Clause 1.01

1.0 DEFINITIONS AND INTERPRETATION

ItemChecking of documents

Clause 2.12

2.0 DOCUMENTS

Item

Provisional bills of quantitiesThe Bills of Quantities shall not be used for ordering purposes

Clause 2.2

3

ItemAvailability of construction documentation

Clause 2.34

ItemInterest of agents

Clause 2.45

ItemPriced documents

Clause 2.56

ItemTender submission

Clause 2.67

ItemDefined works area

Clause 3.18

3.0 THE SITE

ItemGeotechnical investigation

Clause 3.29

ItemInspection of the site

Clause 3.310

N/AExisting premises occupied

Clause 3.411

N/APrevious work - dimensional accuracy

Clause 3.512

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N/APrevious work - defects

Clause 3.61

ItemServices - known

Clause 3.72

ItemServices - unknown

Clause 3.83

ItemProtection of trees

Clause 3.94

ItemArticles of value

Clause 3.105

ItemInspection of adjoining properties

Clause 3.116

ItemManagement of the works

Clause 4.17

4.0 MANAGEMENT OF CONTRACT

ItemProgramme for the works

Clause 4.28

ItemProgress meetings

Clause 4.39

ItemTechnical meetings

Clause 4.410

ItemSamples of materials

Clause 5.111

5.0 SAMPLES AND SHOP DRAWINGS

ItemWorkmanship samples

Clause 5.212

ItemShop drawings

Clause 5.313

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ItemDeposits and fees

Clause 6.11

6.0 TEMPORARY WORKS AND PLANT

ItemEnclosure of the works Clause 6.2

2

ItemAdvertising

Clause 6.33

ItemPlant, equipment, sheds and offices

Clause 6.44

ItemMain notice board

Clause 6.55

ItemSubcontractor's notice board

Clause 6.66

ItemLocation

Clause 7.17

7.0 TEMPORARY SERVICES

ItemWater

Clause 7.28

ItemElectricity

Clause 7.39

ItemTelecommunication equipment

Clause 7.410

ItemAblution facilities

Clause 7.511

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Item

Responsibility for prime cost amounts

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

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

Clause 8.1

1

8.0 PRIME COST AMOUNTS

ItemGeneral attendance

Clause 9.12

9.0 ATTENDANCE ON N/S SUBCONTRACTORS

Item

Special attendance

The last three words contained within Clause 9.2, i.e. "...in the schedule", shall be deleted and replaced by "...within the relevant item incorporated in these Bills of Quantities."

Clause 9.2

3

ItemCommissioning - fuel, water and power

Clause 9.34

ItemStatutory taxes, duties and levies

Clause 10.15

10.0 FINANCIAL ASPECTS

ItemPayment of preliminaries

Clause 10.26

ItemAdjustment of preliminaries

Clause 10.37

ItemPayment certificate cash flow

Clause 10.48

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ItemContractor information supply

Clause 10.51

ItemProtection of the works

Clause 11.12

11.0 GENERAL

Item

Protection/isolation of existing/sectionally occupied works

Clause 11.2

3

ItemSite security

Clause 11.34

ItemNotice before covering work

Clause 11.45

ItemDisturbance

Clause 11.56

ItemWorks cleaning and clearing

Clause 11.67

ItemVermin

Clause 11.78

ItemOverhand work

Clause 11.89

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

12.0 SCHEDULE OF VARIABLES

ItemPre-tender information

Clause 12.110

Clause(and reference)

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

Yes

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

Yes

12.1.3 Interests of agents

12.1.4 Defined works area(3.1) Details:

Tenderers shall establish by personal viewing of the site conditions any restrictions and limited means of access and the like.

The area of the works to be occupied by the contractor, any restriction to the area and the limit of access or exit will be pointed out to the contractor by the principal agent on handing over of the site.

12.1.5 Geotechnical investigation

12.1.6 Existing premises occupied(3.4) Specific requirements:

Not Applicable

12.1.7 Services known(3.7) Details:

All known services will be pointed out at the site inspection/site hand over meeting.

12.1.8 Protection of trees(3.9) Specific requirements:

Not Applicable

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12.1.9 Inspection of adjoining properties(3.11) Specific requirements:

No additional specific requirements

12.1.10 Enclosure of the works(6.2) Specific requirements:

The contractor to supply suitable barriers around the site to protect the general public and parked motors from building activities

12.1.11 Offices(6.4.3) Specific requirements:

The Contractor to provide facility for both a consultants office on site and a boardroom to accommodate 10 people.

12.1.12 Main notice board(6.5) Specific requirements:

A standard notice board will be required.

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

No

12.1.14 Water(7.2) Alternative selected:

Alternative C

12.1.15 Electricity(7.3) Alternative selected:

Alternative C

12.1.16 Telecommunications(7.4) Alternative selected:

Alternative B

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12.1.17 Ablution facilities(7.5) Alternative selected:

Alternative A

12.1.18 Special attendance(9.2) Subcontractor details:

No additional requirements

12.1.19 Protection of the works(11.1) Specific requirements:

Not Applicable

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

Not applicable

12.1.21 Disturbance(11.5) Specific requirements:

SECTION C : SPECIFIC PRELIMINARIES

SUPPLEMENTARY DOCUMENTATION

Item

The position of construction breaks and the extent of individual concrete pours are to be recorded by the contractor on the structural engineer's drawings and are to be submitted to the principal agent and the structural engineer for their records.

1

As built drawings

Item

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.

2

Contract instructions

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Item

The contractor shall not cede or assign his rights or claims to any monies due or to become due under this contract

1

Non cession of monies

Item

At the end of each week the contractor shall provide the principal agent with a written record, in schedule form, reflecting the number and description of tradesmen and labourers employed by him and all subcontractors on the works each day.

2

Labour record

Item

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

3

Plant record

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MATERIALS AND WORKMANSHIP

Item

The contractor shall take delivery of, handle, store, use, apply and/or fix all proprietary branded products in strict accordance with the manufacturer's instructions after consultation with the manufacturer's authorised representitive

1

Proprietary branded products

Item

The contractor warrants and undertakes in favour of the employer that:

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

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

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

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

2

Warranty for design and materials

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Item

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.

The guarantees shall state that workmanship, materials and installation are guaranteed for a specified period reckoned from the date of practical completion of the works and that any defects in the workmanship, materials and installation that may arise during that period shall be made good at the expense of the firm doing the work upon written notice from the principal agent or the employer to do so.

Guarantees

Item

The contractor shall give notice to the principal agent of his intention to cover up any work or materials with earth or other material in order that the principal agent may inspect same before they are so covered.

In default of such notice being received such work or materials shall be uncovered and later made good at the contractor's expense.

1

Notice before covering up

FINANCIAL ASPECTS

Item

The additional costs of overtime work shall be for the employer's account only when prior written agreement thereto is given by the principal agent.

2

Overtime

GENERAL

Item

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.

3

Copyright

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Item

As the project is of a highly confidential nature the contractor shall:

Treat 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 as being confidential.

Keep secret and not directly or indirectly disclose or divulge to any person (except insofar as may be necessary in connection with the project) any information contained in the contract documents without the previous written consent of the principal agent.

Not copy, photograph and/or repeat either wholly or in part any of the contract documents referred to above (except insofar as may be necessary in connection with the project); return to the principal agent all contract documents issued herewith upon submission of the tender; and, upon completion of the works deliver to the principal agent all contract documents of any nature pertaining to the project.

1

Confidentiality

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20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1Total Brought Forward from Page No.

PRELIMINARIES

Bill No. 1

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



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PRELIMINARIES

Bill No. 1

AmountR

PageNo

COLLECTION

Brought Forward R

BLOCK E1,G,M,U



25

24

23

22


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ORGANIC ARCHITECTS

Carried to Final Summary R

AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL No 1

NOTE: Tenderers are advised to study the Model Preambles for Trades (Latest Edition) before pricing this bill

ALTERATIONS

NOTE: Unless otherwise stated herein, all items in this bill shall be deemed to be fixed priced for the duration of the contract

SUPPLEMENTARY PREAMBLES

In taking down and removing existing work the utmost care shall be observed to avoid any structural or other damage to the remaining portion of the building, equipment, etc. The contractor shall cover up and protect from injury all work, equipment, etc not removed and shall make good at his own expense any damage that may occur.

Protection of existing work, equipment, etc

TEMPORARY BARRIERS, SCREENS, ETC

Item

Provide and erect all casings, dust protection and protections for and cover up all existing fittings, equipment, doors, windows, joinery work, walls, floors, etc not disturbed during the alterations and clear away and make good on completion

1

Temporary barriers, screens, etc including removal

A : 0.00 C : 0.00 D : 0.00 J : 1.00

W : 0.00

REMOVAL OF EXISTING WORK

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ALTERATIONSBill No. 1Section No. 2

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25m²Half brick wall1

Breaking down and removing brickwork etc

A : 25 C : 0 D : 0 J : 0

W : 0

m²One brick wall2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²230 x 230 x 105mm Concrete breeze blocks in walls3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoTimber single door and frame 813 x 2032mm high4

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

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No

1200 x 1500mm high New steel windows to match existing.

5

Taking out and removing doors, windows, etc from brickwork including preparing all trades for new

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No813 x 2032mm High overall single door and steel frame from one brick wall

6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No1600 x 2032mm high steel framed double door7

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No2400 x 2200mm high doors tip up garage doors8

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

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1

Taking out and removing doors, windows, etc from brickwork including making good finishes to match existing

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0


2

Taking out and removing doors, windows, etc. including thresholds, sills, etc and building up openings in brick walls including making good plaster on both sides and into reveals and concrete thresholds with steel trowelled finish (making good paintwork elsewhere)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0


3

Taking out and removing doors, windows, etc. including thresholds, sills, etc and building up openings in brick walls including making good both face brick work on the outside and plaster on the inside and into reveals and concrete thresholds with steel trowelled finish (making good paintwork elsewhere)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No1511 x 2100mm High overall steel window from one brick wall

4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoService ironmongery to doors5

Servicing of exitsing ironmongery to doors, windows, etc

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

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NoServicing of ironmongey to windows1

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Ceilings including brandering/suspension system, etc2

Taking down and removing roofs, floors, panelling, ceilings, partitions, etc including preparing all trades for new

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mCornice3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mDry wall partition4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Asbestos ceilings5

Carefully taking down and removing aesbestos ceilings and safely disposing in accordance with the relevant regulations

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mAesbestos cornice6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²On ceilings7

Allowance for detecting water stain source to existing ceiling

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Vinyl floor covering8

Taking up and removing vinyl floor coverings, carpeting, etc and preparing all trades for new

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

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m²Carpet tile floor covering1

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Epoxy floor finish2

Remove existing epoxy floor finish, degrease, and preapre all trades for new epoxy finish.

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Tiles to floors3

Hacking up and removing ceramic tile floor and wall finishes including removing mortar bed or backing and preparing concrete or brick surfaces for new tile finishes

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Tiles to walls4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No800 x 800mm wide shower troughs on floors5

Taking up and removing 800 x 800mm wide ceramic shower troughs including disconnecting piping from fittings, repairing and preparing concrete and screed for new floor coverings

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No1000 x 2500mm long concrete troughs and taps, fill up floor trenches and make good.

6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No3500 x 900mm wide x 400mm high overall steel flat platform on floors

7

Taking out and removing sundry metalwork

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-32-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



NoVertical flat steel sheets 1700 x 1000mm high on walls1

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoStainless steel sink and drainer on timber cupboard 1000 x 500 x 900mm high

2

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)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoVitreous china wash hand basin3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoVitreous china WC pan with cistern4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoVitreous china wall hung urinal with flush valve5

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoShower heads and taps, etc6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoMirror 400 x 500mm high from wall7

Carefully taking out and removing glass and mirrors and setting aside including re-fixing later in new position elsewhere

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

BUILDING UP OPENINGS

-33-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



m²One brick walls1

Brickwork in NFP bricks to match existing in class II mortar in building up openings and finishes to match existing

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Half brick walls2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mMaking good brickwork to face of wall where half brick cross wall was removed

3

MAKING GOOD OF FINISHES ETC

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mMaking good brickwork to face of wall where one brick cross wall was removed

4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mCutting toothings and bonding new brickwork to existing5

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Suspended ceiling tiles, suspension grid,etc6

Clean existing suspended ceiling tiles with a suitable agent

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mWalls where half brick walls were removed7

Making good floors to match existing

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

PREPARATORY WORK TO EXISTING SURFACES

-34-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



m²On floors1

Clean down floor surfaces with " Plascon" concrete etcher and seal all joints, cracks, etc on existing concrete floor

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²On Ceilings2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mTrim timber door leaf3

Carefully trim 20mm deep to the bottom of existing timber door leaf to form air inlet

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Timber partitions4

Sand down existing timber partitions and re-seal

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mTimber doors5

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Timber doors6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Rub down existing concrete soffit and prepare to receive paint

7

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Strip-off and clean down paint from existing handrails8

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-35-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



No300 x 400mm high openings in doors1

Form openings in new timber door leafs for 400 x 300 mm high grille(grilles to be installed by Others)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No300 x 400mm high openings in doors2

Form openings in existing timber door leafs for 400 x 300 mm high grille(grilles to be installed by Others)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mCut back screed 200mm on each side of crack down to bare concrete

3

The following in floor crack repairs:

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mNail in Valmatex metal lathing (REF 315) x 150mm wide using Hilti nails at 250mm centres each side

4

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Screed in patches where cracks were repaired5

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

CLEANING TO EXISTING SURFACES

m²Suspended ceiling tiles6

Steam clean existing suspended ceiling tiles including suspension grid with a suitable cleaning agent

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-36-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



m²Concrete floors1

Chemically clean existing screed of grease with a suitable cleaning agent including fixing/filling cracksand crevices

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Plastered walls2

Chemically clean existing walls of grease with a suitable cleaning agent including fixing/filling cracksand crevices and making good finishes to match existing

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Face brick walls3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Plastered walls4

Rub down, clean, patch and repair plsater including preparing all trades for new finishes

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Steel windows5

Sand and clean down existing paint from existing windows including preparing all trades for new paint (X1)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m

Thoroughly clean all window sills and reseal all joints and junctions.

6

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

OPENINGS THROUGH EXISTING WALLS ETC

-37-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



No

Altering opening in one brick wall where 1800 x 2600mm high concrete breeze block were removed to form opening for new single door and frame size 813 x 2032mm high overall by building in brickwork on one side and at the top including necessary precast concrete lintel and making good plaster on the inside and face brick work on the outside to match existing(new door and frame and making good paintwork elsewhere)

1

Altering openings

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

NoOpening 813 x 2032mm high through one brick wall2

Breaking out for and forming openings through brick walls for doors and frames, etc including necessary precast concrete lintels and making good plaster on both sides and into reveals and concrete thresholds with steel trowelled finish (doors and frames and making good paintwork elsewhere)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0


A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0


Breaking out for and forming openings through brick walls for doors and frames, etc including necessary precast concrete lintels and making good plaster on one side and facebrick to match existing on the other side and into reveals and concrete thresholds with steel trowelled finish (doors and frames and making good paintwork elsewhere)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-38-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



Item

Allow the provisional sum of R7 500(Seven Thousand Five Hundred Rand) nett for repairs to damaged gutters, down pipes, etc to be measured and priced in accordance with these Bills of Quantities and omitted in part or whole as instructed by the Architect

1

SUNDRY BUILDERS WORK

A : 0.00 C : 0.00 D : 0.00 J : 0.00

W : 0.00

Item

Allow the provisional sum of R45 000(Forty Five Thousand Rand) nett for Sundry Builders work to be measured and priced in accordance with these Bills of Quantities and omitted in part or whole as instructed by the Architect

2

A : 0.00 C : 0.00 D : 0.00 J : 0.00

W : 0.00

-39-


ORGANIC ARCHITECTS


ALTERATIONS

Bill No. 1

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



39

38

37

36

35

34

33

32

31

30

29


-40-


ORGANIC ARCHITECTS

Carried to Summary R

AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 2

MASONRY


BRICKWORK

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

Sizes in descriptions

Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole

Hollow walls etc

Lintels shall bear at least 160mm onto adjacent walling. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous

Reinforced brick lintels

Bricks shall be ordered timeously to obtain uniformity in size and colour

Face bricks

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

Pointing

SUPERSTRUCTURE

25m²Half brick walls1

Brickwork of NFP bricks in class II mortar

A : 25 C : 0 D : 0 J : 0

W : 0

-41-

MASONRYBill No. 2Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



72m75mm Wide reinforcement built in horizontally1

Brickwork reinforcement

A : 72 C : 0 D : 0 J : 0

W : 0

-42-


ORGANIC ARCHITECTS


MASONRY

Bill No. 2

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



42


-43-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 3

WATERPROOFING

Waterproofing Waterproofing of roofs, basements, etc 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

m²In walls1

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

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

2,022m²On walls2

"Tal Superflex" waterproofing slurry or or equal approved

A : 414 C : 864 D : 744 J : 0

W : 0

529m²On floors3

A : 105 C : 224 D : 200 J : 0

W : 0

-44-

WATERPROOFINGBill No. 3Section No. 2

ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 4

CARPENTRY AND JOINERY

Plate nailed timber roof truss construction

The following is applicable in respect of roof trusses:

Trusses are at maximum 1,20m centres. Roof covering is 0,6mm IBR profile sheeting on 50 x 75mm purlins. Ceilings are 6,4mm skimmed gypsum plasterboard sheeting on 38 x 38mm brandering. The references given in the descriptions refer to the respective types of trusses detailed on the architect's drawing numbered H100/015 accompanying these bills of quantities. The dimensions in the descriptions of the trusses are nominal and actual measurements shall be obtained from the architect and/or the site before design or fabrication commences


Joinery

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

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

Fixing

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

Decorative laminate finish

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

DOORS, ETC

-45-

CARPENTRY AND JOINERYBill No. 4Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



20No44mm Door 1000 x 2100m high (D01)1

Semi-solid flush doors with hardwoowd on both sides and two concealed edges hung to steel frames

A : 4 C : 8 D : 8 J : 0

W : 0


A : 12 C : 48 D : 32 J : 0

W : 0


A : 8 C : 0 D : 0 J : 0

W : 0

-46-


ORGANIC ARCHITECTS


CARPENTRY AND JOINERY

Bill No. 4

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



46


-47-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 5

CEILINGS, PARTITIONSAND ACCESS FLOORING


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

Descriptions

Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as "bolted", the bolts are measured elsewhere

Electric light fittings, diffusers, panels, etc generally are "lay in" units of the same dimensions as the suspension grid described and allowance shall 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 shall take cognisance thereof)

604m²50mm Insulation closely fitted and laid on top of brandering between roof timbers, etc

1

"Aerolite" insulation

A : 124 C : 240 D : 240 J : 0

W : 0

SUSPENDED CEILINGS

332m²Ceilings suspended not exceeding 1m below concrete soffits/truss

2

"Donn" 1200 x 600mm vinyl clad ceiling panels on pre painted exposed tee suspension system including main cross tees,angles, necessary hangers, grids, etc (Colour: white)

A : 41 C : 224 D : 67 J : 0

W : 0

-48-

CEILINGS ETCBill No. 5Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



244m"SM25" pre-painted cornices, nailed1

"Donn" cornices to suspended ceilings

A : 36 C : 168 D : 40 J : 0

W : 0

-49-


ORGANIC ARCHITECTS


CEILINGS ETC

Bill No. 5

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



49


-50-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 6

FLOOR COVERINGS, PLASTIC LININGS, ETC

FLOOR COVERINGS

m²On floors1

2,5mm thick "Marley Eclipse" PUR heavy duty vinyl floor sheeting with welded joints laid in accordance with the manufacturers instructions

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mTurn-ups over coves and up against walls not exceeding 500mm girth

2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²On floors3

Vinyle floor tiles

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²On floors4

500 x 500mm "Belgotex Nexus Berber Point" 650 Grade carpet tiles (Colour: by Architect)

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

m²Broadloom carpets5

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

SKIRTINGS, NOSINGS, ETC

-51-

FLOOR COVERINGSBill No. 6Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



mFloorworX Extruda Black vinyl cove fillet size 8 x 22mm high (Colour Code : MCF22)

1

"Marley"

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mFloorworX Extruda Black vinyl capping strip size 2 x 22mm high

2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

mvinyl skirting3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

POLISH, SEALERS, ETC

m²Three coats FloorworX Sealer onto floor surface and allow to dry between applications

4

Three coats wax polish

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-52-


ORGANIC ARCHITECTS


FLOOR COVERINGS

Bill No. 6

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



52


-53-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 7

IRONMONGERY


Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded

Finishes to ironmongery

HINGES, BOLTS, ETC

LOCKS

"Solid"

LOCKS

20NoThree lever mortice lockset1

"Union"

A : 4 C : 8 D : 8 J : 0

W : 0

96No293/E41 WC indicator bolt2

A : 16 C : 48 D : 32 J : 0

W : 0

HANDLES

20NoSet of pull handle fixed to door3

"Union"

A : 4 C : 8 D : 8 J : 0

W : 0

PUSH PLATES AND KICK PLATES

-54-

IRONMONGERYBill No. 7Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



40NoDKP-22-164 300 x150 x1,2mm blank polished stainless steel push plate

1

"Dorma" or equal approved

A : 8 C : 16 D : 16 J : 0

W : 0

40NoStainless plate 300mm x 900mm wide finished (size to be check on site)

2

Grade 304 Stainless steel kick plate 0,9mm thick countersunk screwed along edges at not exceeding 200mm centres

A : 8 C : 16 D : 16 J : 0

W : 0

DOOR CLOSERS

20No

TS73N/EN3-4 door closer with standard arm - Delayed

Closing

3


A : 4 C : 8 D : 8 J : 0

W : 0

LETTERS, NAMEPLATES, ETC

8NoDSS-130 stainless steel 150 x 150mm " Male" sign4


A : 0 C : 0 D : 8 J : 0

W : 0

12NoDSS-131 stainless steel 150 x 150mm "Female" sign5

A : 4 C : 8 D : 0 J : 0

W : 0

4NoDSS-133 stainless steel 150 x 150mm "Paraplegic" sign6

A : 4 C : 0 D : 0 J : 0

W : 0

BATHROOM FITTINGS

-55-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



20No soap dispenser1

"Kimberley-Clark" or equally approved

A : 4 C : 8 D : 8 J : 0

W : 0

4Nopaper towel disposer bin 2

A : 4 C : 0 D : 0 J : 0

W : 0

20Nomulti-folded paper towel dispensor 3

A : 4 C : 8 D : 8 J : 0

W : 0

20NoCondom Dispensers4

A : 4 C : 8 D : 8 J : 0

W : 0

64NoSanitary Bin5

A : 16 C : 48 D : 0 J : 0

W : 0

96No

TR3 3 Roll Toilet Roll Holder / Dispenser - Square - Stainless Steel. Order Code TRS0023. 130 x 390 x 140mm

6

Toilet Roll Holder / Dispenser

A : 16 C : 48 D : 32 J : 0

W : 0

8No304 Cisternback grabrail SR2 complete with fixning screws, wall plugs,etc

7

"Vaal Paragon"

A : 8 C : 0 D : 0 J : 0

W : 0

8No304 Stainless steel 'dog leg' grabrail DL2 complete with fixning screws, wall plugs,etc

8

A : 8 C : 0 D : 0 J : 0

W : 0

SUNDRIES

-56-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



24No38mm Diameter rubber door stop1

Approved

A : 8 C : 8 D : 8 J : 0

W : 0

-57-


ORGANIC ARCHITECTS


IRONMONGERY

Bill No. 7

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



57

56

55


-58-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 8

METALWORK

Descriptions 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 Metalwork described as "holed for bolt(s)" shall be deemed to exclude the bolts unless otherwise described


PRESSED STEEL DOOR FRAMES

4NoFrame for door 1000 x 2032mm high (D1)1

1,2mm Double rebated frames suitable for half brick walls

A : 4 C : 0 D : 0 J : 0

W : 0

SHOWER CUBICLE DOORS

NoHinged door 900mm x 1800mm high2

"Showerflex" epoxy powder coated aluminium shower cubicle doors with sliding gear, cleats, stops, etc and 4mm toughened obscure safety glass, fixed to tiled walls

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-59-

METALWORKBill No. 8Section No. 2

ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 9

PLASTERING


SCREEDS

548m²Average 30mm thick on floors to falls1

Screeds wood floated on concrete

A : 124 C : 224 D : 200 J : 0

W : 0

INTERNAL PLASTER

2,032m²On walls2

Cement plaster on brickwork

A : 416 C : 872 D : 744 J : 0

W : 0

322m²On ceilings3

Gypsum skim plaster on concrete

A : 41 C : 224 D : 57 J : 0

W : 0

-60-

PLASTERINGBill No. 9Section No. 2

ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 10

TILING

Descriptions Unless described as "fixed with adhesive to plaster (plaster elsewhere)" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding


WALL TILING

20m²On walls1

75 x 150mm Subway

A : 4 C : 8 D : 8 J : 0

W : 0

38m²On walls2

Feature Wall tiles

A : 8 C : 15 D : 15 J : 0

W : 0

60m²On walls3

400 x 200mm Ceramic mabula grey

A : 12 C : 24 D : 24 J : 0

W : 0

2,041m²On walls4

400 x 200 x 5mm ceramic tiles fixed with adhesive to plaster Raj grey (plaster elsewhere)

A : 382 C : 847 D : 811 J : 0

W : 0

100m²On narrow widths5

A : 20 C : 40 D : 40 J : 0

W : 0

-61-

TILINGBill No. 10Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



FLOOR TILING

564m²On floors and landings in pattern1

Size 400 x 400mm Ceramic floor tiles fixed with adhesive to screed (screed elsewhere) and flush pointed with tinted waterproof jointing compound

A : 124 C : 224 D : 216 J : 0

W : 0

-62-


ORGANIC ARCHITECTS


TILING

Bill No. 10

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



62


-63-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 11

PLUMBING AND DRAINAGE(PROVISIONAL)


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 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

uPVC pressure pipes and fittings

All soldered joints shall be wiped and brass unions shall be used for jointing lead to steel

Lead pipes and traps

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. 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. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained

Reducing fittings

-64-

PLUMBING AND DRAINAGEBill No. 11Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



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

Flush pans

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

Waste unions

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

SOIL DRAINAGE

160m110mm Pipes in and including trenches not exceeding 1m deep

1

uPVC Pipes

A : 40 C : 0 D : 120 J : 0

W : 0

16No110mm End cap2

Extra over uPVC pipes for fittings

A : 16 C : 0 D : 0 J : 0

W : 0

-65-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



No110mm Rodding eye1

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No110mm Inspection eye2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

32No110mm Bend3

A : 0 C : 0 D : 32 J : 0

W : 0

No100mm Gulley not exceeding 1000mm deep4

uPVC gulleys

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

SANITARY FITTINGS

60No

Vaal Sanitaryware ceramic fireclay 595 x 455mm

“Cameo” oval self-rimming vanity basin with three

semipunched tapholes

5

"Vaal"

A : 12 C : 24 D : 24 J : 0

W : 0

16No

"Vaal Sanitaryware" vitreous china wall hung "Lavatera" urinal with top inlet (Code: 704001) overall size 600 x 385 x 380mm supplied with 38mm CP domical grating (Code 8787), CP top inlet (Code 7041Z0) spreader, two hanging brackets (code 8127Z0), "Flush Master" FJ6000, etc complete

6

A : 0 C : 0 D : 16 J : 0

W : 0

-66-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



96No

Vitreous china 6 litre “Hibiscus Elite Duct” cistern (code

7116DP), complete with lid, fitments, push button

mechanism, and duct flush pipe. Can be used with the

Orchid back inlet, can be used with the Orchid Wall

Hung back inlet pan, Parktown back inlet or any other

back inlet pan. The cistern is designed to flush

effectively on 6 litres subject to being installed with a

pan providing an effective 6 litre flush.

1

A : 16 C : 48 D : 32 J : 0

W : 0

4No

Colour White (Code: 775262) Charisma CC or paraplegic vitreous china close coupled suite comprising 90º outlet closed rim washdown pan fixed on and including floor bracket (Code: 8082Z0) with matching with matching 6 litre cistern top dual flush cistern including fitments and Thermoset Soft-Close seat

2

A : 4 C : 0 D : 0 J : 0

W : 0

No800 x 800 steel shower tray with patterned antislip floor and corner waste outlet

3

"Quadri-form" Shower tray

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

No38mm Shower waste union with grating4

WASTE UNIONS ETC

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

TRAPS ETC

64No50mm Deep seal "P" or "S" trap5

"Cobra Watertech"

A : 16 C : 24 D : 24 J : 0

W : 0

TAPS, VALVES, ETC

-67-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



64No

KM2-100 Metering bib tap with non-hold open feature

and flow controller. Flow cycle 1-20 secs. ½” BSP Male

connection end. SANS 1808-9.

1

"Cobra Watertech"

A : 16 C : 24 D : 24 J : 0

W : 0

NoCode 068BJ : Overhead shower arm and rose built 1900mm high above floor

2

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

SANITARY PLUMBING

300m50mm Pipes3

uPVC pipes

A : 60 C : 120 D : 120 J : 0

W : 0

92m110mm pipes4

A : 20 C : 40 D : 32 J : 0

W : 0

20No110m reducing valve5

A : 4 C : 8 D : 8 J : 0

W : 0

60No50mm Bend6

Extra over uPVC pipes for fittings

A : 20 C : 0 D : 40 J : 0

W : 0

60No50mm Junction7

A : 20 C : 0 D : 40 J : 0

W : 0

92No50mm Access bend8

A : 12 C : 40 D : 40 J : 0

W : 0

-68-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



104No110mm Fittings1

A : 24 C : 40 D : 40 J : 0

W : 0

ItemTesting drainage pipe system2

Testing

A : 0.67 C : 0.00 D : 0.00 J : 0.00

W : 0.00

WATER SUPPLIES

260m15mm Pipes3

Class "O" copper pipes

A : 60 C : 120 D : 80 J : 0

W : 0

360No15mm Fittings4

Extra over class "O" copper pipes for capillary fittings

A : 80 C : 160 D : 120 J : 0

W : 0

4NoAllocate existing water supply pipe system and connect new water supply pipe to existing system

5

Sundries

A : 4 C : 0 D : 0 J : 0

W : 0

ItemTesting water pipe system6

Testing

A : 0.67 C : 0.00 D : 0.00 J : 0.00

W : 0.00

-69-


ORGANIC ARCHITECTS


PLUMBING AND DRAINAGE

Bill No. 11

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



69

68

67

66

65


-70-


ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 12

GLAZING

TOPS, SHELVES, DOORS, MIRRORS, ETC

17No2000 x 1300mm mirror1

4mm thick Polished mirror with 4 off fixing holes complete with chrome plated dome caps to and fixing screws

A : 1 C : 8 D : 8 J : 0

W : 0


A : 4 C : 0 D : 0 J : 0

W : 0


A : 4 C : 0 D : 0 J : 0

W : 0


A : 4 C : 8 D : 8 J : 0

W : 0

-71-

GLAZINGBill No. 12Section No. 2

ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 13

PAINTWORK


Descriptions of paintwork shall be deemed to include for all cutting in

DESCRIPTIONS

Previously painted plastered surfacesSurfaces 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

PREPARATORY WORK TO EXISTING WORK

Previously painted metal surfacesSurfaces shall be thoroughly rubbed and cleaned down. Blistered or peeling paint shall be completely removed down to bare metal

Previously painted wood surfacesSurfaces 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

All painting shall be done in accordance with "Plascon-Evans" specifications

PAINT SPECIFICATIONS

PAINTWORK, ETC TO NEW WORK ON

PLASTER BOARD SURFACES WITH

377m²Ceilings and cornices1

One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on

A : 124 C : 224 D : 29 J : 0

W : 0

METAL SURFACES WITH

-72-

PAINTWORKBill No. 13Section No. 2

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



116m²Door frames1

Spot priming defects in pre-primed surfaces with zinc phosphate metal primer, one coat universal undercoat and two coats super universal enamel paint on steel

A : 6 C : 66 D : 44 J : 0

W : 0

WOOD SURFACES WITH

401m²Doors2

One coat oil wood primer, one coat universal undercoat and two coats super universal enamel paint on

A : 81 C : 186 D : 135 J : 0

W : 0

m²on existing bench3

A : 0.0 C : 0.0 D : 0.0 J : 0.0

W : 0.0

-73-


ORGANIC ARCHITECTS


PAINTWORK

Bill No. 13

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



73


-74-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



Section No.02

FINAL SUMMARY - Section No.02

BillNo

PageNo

AmountR

Section No. 2

40ALTERATIONS1

43MASONRY2

44WATERPROOFING3

47CARPENTRY AND JOINERY4

50CEILINGS ETC5

53FLOOR COVERINGS6

58IRONMONGERY7

59METALWORK8

60PLASTERING9

63TILING10

70PLUMBING AND DRAINAGE11

71GLAZING12

74PAINTWORK13

-75-

Section No. 2

ORGANIC ARCHITECTS


AmountR

ItemNo

Quantity Rate

BLOCK E1,G,M,U



BILL NO 1

PROVISIONAL SUMS ETC

The contractor is referred to the Preliminaries for further amplification of "Prime Cost Amounts and Provisional Sums"


NOTE: The following Provisional Amounts are for work to be carried out by nominated or selected sub-contractors in terms of Clause 21 of the Principal Building Agreement

NOTE: Tenderers are referred to the definition of general attendance on nominated or selected sub-contractors given in Clause 9.1 of the Preliminaries

50,000.00Item

Allow the Provisional Amount of R50 000(Fifty Thousand Rand) NET for Mechanical Work to be executed by a sub-contractor

1

VENTILATION

%Add for profit2

%Add for general attendance on sub-contractor3

Item 200,000.00

Allow the Provisional Amount of R200,000.00 (Two Hun-dred Thousand Rand) NET for Electrical Work to be ex-ecuted by a sub-contractor

4

ELECTRICAL INSTALLATION

%Add for profit5


-76-

PROVISIONAL AMOUNTSBill No. 1Section No. 3

ORGANIC ARCHITECTS


BLOCK E1,G,M,U



50,000.00Item

Allow the Provisional Amount of R50,000 (Fifty

Thousand Rand) for Electronic Installation to be

determined by the enginner, measured and priced in

accordance with these Bills of Quantities or omitted in

part or whole as instructed by the Principal Agent

1

ELECTRONIC INSTALLATION

%Add for profit2


BUDGETARY ALLOWANCES

100,000.00Item

Allow the provisional amount of R100 000 ( Hundred Thousand Rands) NET for Granite tops to be measured and priced in accordance with these Bills of Quantities and omitted in part or whole as instructed by the Principal Agent

4

SUNDRY BUILDER'S WORK

80,000.00Item

Allow the provisional amount of R80,000 (Eighty Thousand Rands) NET for Sundry Builder's Workto be measured and priced in accordance with these Bills of Quantities and omitted in part or whole as instructed by the Principal Agent

5

-77-


ORGANIC ARCHITECTS


PROVISIONAL AMOUNTS

Bill No. 1

AmountR

PageNo

COLLECTION

BLOCK E1,G,M,U



77


-78-


ORGANIC ARCHITECTS


BLOCK E1,G,M,U



PageNo

FINAL SUMMARY

SectionNo

AmountR

27Section No.011

75Section No.022

78Section No.033

RSub-Total

SUMContigencies

RSub-Total

RADD: Value added Tax at 15%

RSub-Total

-79-

ORGANIC ARCHITECTS

TOTAL CARRIED TO FORM OF TENDER R