bill no. 1 preliminaries - mintek · 1/1/22 employer's direct contractors (clause 22) item not...

REFURBISHMENT OF GUARDHOUSE - MINTEK

Item No

BILL NO. 1

PRELIMINARIES

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 to satisfy the requirements of this project such

supplementary preambles shall take precedence over the

provisions of the said Model Preambles

The contractor'sprices for all items throughout these 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

PRELIMINARIES

Where explanations or comments are reflected in these

Preliminaries, same are to be read as supplementing as

opposed to varying the provisions of the relevant clauses

SECTION A: PRINCIPAL BUILDING AGREEMENT - JBCC Series 2000

NOTES

The JBCC Series 2000 Principal Building Agreement (July

2007 edition) prepared by the Joint Building Contract

Committee shall be the applicable building agreement,

amended as hereinafter described

The ASAQS Preliminaries (November 2007 edition) published

by the Association of South African Quantity Surveyors for use

with the said JBCC Principal Building Agreement shall be

deemed to be incorporated in these bills of quantities

Contractors are referred to the abovementioned documents

for the full intent and meaning of each clause thereof

Carried Forward

Section No. 1 PRELIMINARIES Bill No. 1 PRELIMINARIES

Annexure A - Bills of Quantities Pricing Data: Builder’s Work

Quantity Rate Amount

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Brought Forward R Not Priced

These clauses are hereinafter referred to by clause number and heading only Where standard clauses or alternatives are

not entirely applicable to this contract, such modifications,

corrections or supplements as will apply are given under each

relevant clause heading and such modifications, corrections or

supplements shall take precedence notwithstanding anything

contrary contained in the abovementioned documents

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

Definitions

1/1/1 Definitions and Interpretation (Clause 1) Item

Objective and preparations

1/1/2 Offer, Acceptance and Performance obligations (Clause 2) Item Not Priced

1/1/3 Documents (Clause 3) Item Not Priced

1/1/4 Design Responsibility (Clause 4) Item Not Priced

1/1/5 Employer’s Agents (Clause 5) Item Not Priced

1/1/6 Contractor’s site Representative (Clause 6) Item Not Priced

1/1/7 Compliance with Laws and Regulations (Clause 7) Item Not Priced

1/1/8 Works Risk (Clause 8) Item Not Priced

1/1/9 Indemnities (Clause 9) Item Not Priced

1/1/10 General Insurances (Clause 10) Item Not Priced

1/1/11 Special Insurances (Clause 11) Item Not Priced

1/1/12 Effecting Insurances (Clause 12) Item Not Priced

1/1/13 Assignment (Clause 13) Item Not Priced

1/1/14 Security (Clause 14) Item Not Priced

Carried Forward R Section No. 1 PRELIMINARIES Bill No. 1 PRELIMINARIES

Annexure A - Bills of Quantities Pricing Data: Builder’s Work

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Brought Forward

R

Execution

1/1/15 Preparation For and Execution of The Works (Clause 15) Item Not Priced

1/1/16 Site and Access (Clause 16) Item Not Priced

1/1/17 Contract Instructions (Clause 17) Item Not Priced

1/1/18 Setting Out Of The Works (Clause 18) Item Not Priced

1/1/19 Temporary works and plant (Clause 19) Item Not Priced

1/1/20 Nominated Subcontractors (Clause 20) Item Not Priced

1/1/21 Selected Subcontractors (Clause 21) Item Not Priced

1/1/22 Employer's Direct Contractors (Clause 22) Item Not Priced

1/1/23 Contractor's Domestic Subcontractors (Clause 23) Item Not Priced

Completion

1/1/24 Practical Completion (Clause 24) Item Not Priced

1/1/25 Works Completion (Clause 25) Item Not Priced

1/1/26 Final Completion (Clause 26) Item Not Priced

1/1/27 Latent Defects Liability Period (Clause 27) Item Not Priced

1/1/28 Sectional Completion (Clause 28) Item Not Priced

1/1/29 Revision of Date for Practical Completion (Clause 29) Item Not Priced

1/1/30 Penalty for Late or Non-Completion (Clause 30) Item Not Priced

Payment

1/1/31 Interim Payment to the Contractor (Clause 31) Item Not Priced

1/1/32 Adjustment to the Contract Value (Clause 32) Item Not Priced

1/1/33 Recovery of Expense and Loss (Clause 33) Item Not Priced

1/1/34 Final Account and Final Payment (Clause 34) Item Not Priced

Carried Forward

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Section No. 1

PRELIMINARIES

Bill No. 1

PRELIMINARIES

Annexure A - Bills of Quantities

Pricing Data: Builder's Work

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Brought Forward R

1/1/35 Payment to Other Parties (Clause 35) Item Not Priced

Termination

1/1/36 Termination by Employer - Contractor's Default (Clause 36) Item Not Priced

1/1/37 Termination by Employer - Loss and Damage (Clause 37) Item Not Priced

1/1/38 Termination by Contractor - Employer's Default (Clause 38) Item Not Priced

1/1/39 Termination - Cessation of the Works (Clause 39) Item Not Priced

Dispute

1/1/40 Dispute Settlement (Clause 40) Item Not Priced

Contract Agreement

1/1/41 Post tender provisions (Clause 41)

The required post tender information shall be inserted in the post tender provisions after consultation with the contractor Item Not Priced

1/1/42 Contractual agreement (Clause 42)

The required information of the contracting parties and the amount of the accepted contract sum shall be inserted in the

contractual agreement for signature of the agreement by the

contracting parties Item Not Priced

SECTION B: PRELIMINARIES

Definitions and Interpretation

1/1/43 Definitions and Interpretation (Clause 1.0) Item Not Priced

Documents

1/1/44 Checking of Documents (Clause 2.1) Item Not Priced

1/1/45 Provisional Bills of Quantities (Clause 2.2) Item Not Priced

1/1/46 Availability of Construction Documentation (Clause 2.3) Item Not Priced

Carried Forward R


Annexure A - Bills of Quantities Pricing Data: Builder's Work

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Brought Forward R

Previous work and adjoining properties

1/1/47 Previous Work - Dimensional Accuracy (Clause 3.1) Item Not Priced

1/1/48 Previous Work - Defects ( Clause 3.2) Item Not Priced

1/1/49 Inspection of Adjoining Properties (Clause 3.3) Item Not Priced

Samples, Shop Drawings and Manufacturer's Instructions

1/1/50 Samples of Materials (Clause 4.1) Item Not Priced

1/1/51 Workmanship Samples (Clause 4.2) Item Not Priced

1/1/52 Shop Drawings (Clause 4.3) Item Not Priced

1/1/53 Compliance with Manufacturer's Instructions (Clause 4.4) Item Not Priced

Deposits and Fees

1/1/54 Deposits and Fees (Clause 5.1) Item Not Priced

Temporary Services

1/1/55 Water (Clause 6.1) Item Not Priced

1/1/56 Electricity (Clause 6.2) Item Not Priced

1/1/57 Telecommunication Equipment (Clause 6.3) Item Not Priced

1/1/58 Ablution Facilities (Clause 6.4) Item Not Priced

Prime cost Amounts

1/1/59 Responsibility for Prime Cost Amounts (Clause 7.1) Item Not Priced

Special Attendance on N/S Subcontractors

1/1/60 Special Attendance (Clause 8.1) Item Not Priced

GENERAL

1/1/61 Protection of the Works (Clause 9.1) Item Not Priced

Carried Forward R



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Brought Forward R

1/1/62 Protection / Isolation of Existing / Sectionally Occupied Works (Clause 9.2) Item Not Priced

1/1/63 Security of the Works (Clause 9.3) Item Not Priced

1/1/64 Notice Before Covering Work (Clause 9.4) Item Not Priced

1/1/65 Disturbance (Clause 9.5) Item Not Priced

1/1/66 Environmental Disturbance (Clause 9.6) Item Not Priced

1/1/67 Works Cleaning and Clearing (Clause 9.7) Item Not Priced

1/1/68 Vermin (Clause 9.8) Item Not Priced

1/1/69 Overhand Work (Clause 9.9) Item Not Priced

SECTION C: SPECIFIC PRELIMINARIES

1/1/70 Standard Conditions of Tender Item Not Priced

1/1/71 Special Conditions of Tender Item Not Priced

1/1/72 Tender Data Schedule Item Not Priced

1/1/73 General Conditions of Contract Item Not Priced

1/1/74 Special Conditions of Contract Item Not Priced

Carried to Final Summary R



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Item No

BILL NO.1

EARTHWORKS, ETC.

The Tenderer is referred to the relevant Clauses in the

separate document Model Preambles for Trades (2008

Edition)

Nature of ground

A soils investigation has been carried out on the site by the

Engineer and the report is annexed to these Bills of Quantities.

All very hard unweathered shale, ironstone, etc. the removal of

which necessitates the use of explosives or heavy duty

hydraulic percussion hammers (peckers), will be classified as

"hard rock".

Descriptions of excavations shall be deemed to include all

ground conditions classifiable as "earth" described in the

above report and where conditions of a more difficult character

are indicated these are separately measured

Carting away of excavated material

Descriptions of carting away of excavated material shall be

deemed to include loading excavated material onto trucks

directly from the excavations or, alternatively, from stock piles

situated on the building site.

The haulage of all materials shall, for payment purposes, be

regarded as freehaul regardless of distance hauled, and

shall apply to (i) All material excavated on site and used for filling on site. (ii) All material excavated on site and stockpiled on site.

Contour drawings

The following quantities have been computed from the

dimensions and contours shown on the drawing.

Carried Forward

Section No. 2 SUBSTRUCTURE Bill No. 1 EARTHWORKS



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Brought Forward

Notice

The contractor must timeously inform the Principal Agent of

the different classes of material encountered so that it can

be measured accurately. If the Principal Agent receives no

prior notice from the sub-contractor to the contrary, all

excavated material shall be deemed to be soft excavation.

Computation of quantities

Earthworks will be measured by volume once only in

excavation. The volumes handled will be computed from the

difference in elevations between the specified earthworks

levels, as indicated on the relevant Bulk Earthworks drawings,

Rates shall include for forming banks, etc. as required.

Taking and testing of samples

The contractor shall engage the services of an approved

independent testing laboratory for the testing of materials, and

quality testing of layer works, so as to ensure that his work

conforms to the specifications. Results of these tests shall be

submitted to the Engineer timeously. Tests shall be carried out

by the Contractor at a rate of at least 1 test per 100m2 of each

layer.

The tendered unit rates shall be deemed to include the cost of

all control testing, and no additional claims shall be entertained

in this respect.

Should control testing arranged by the Contractor not mean

the requirements of the Specification, the Engineer shall

have the right to conduct all such other testing at the

Contractor's expense.

Prices for filling are to include for all necessary density tests in

accordance with SABS 1200D

Carried Forward

Section No. 2 SUBSTRUCTURE Bill No. 1 EARTHWORKS


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Brought Forward

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

EXCAVATION OTHER THAN BULK

Excavate in compacted pickable material as defined not exceeding 2 m deep below reduced or filled up ground

level, part return, fill in and ram and remainder carted off

site (measured elsewhere)

2/1/1 Thickening under surface beds m3

Sundries

2/1/2 Extra over all excavations in compacted pickable material for excavation in soft rock as described. m3

2/1/3 Extra over all excavations in compacted pickable material for excavation in hard rock as described. m3

COMPACTION

Compaction of surfaces

2/1/4 Compaction of ground surface under floors etc. including scarifying for a depth of 150mm, breaking down oversize

material, adding suitable material where necessary and

compacting to 98% Mod AASHTO density (tests to be included

for 1no. per 100m2) m2

CARTING AWAY

Carting away

2/1/5 Extra over all excavations for carting away excavated material as described (Contractor to allow for bulking). m3

Carried Forward Section No. 2 SUBSTRUCTURE Bill No. 1 EARTHWORKS


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46

32

24

28

39

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Brought Forward

WORKING SPACE

Note: Working space for formwork to sides of column bases,

pile caps, etc. is to be finally measured and paid for only where

specifically required and instructed in writing by the appointed

Consultant Engineer

Back excavation of vertical sides of excavation in earth for

working space including backfilling compacted to 98%

Mod AASHTO density

2/1/6 Exceeding 1500mm deep but not exceeding 3000mm deep for

placing and removing formwork to walls, etc. 1500mm away

from excavated face

Extra over working space for:

2/1/7 Excavation in soft rock as described.

2/1/8 Excavation in hard rock as described.

KEEP EXCAVATION FREE OF WATER

Keep excavations free of water

2/1/9 Allow for keeping excavations free of water and mud by

pumping or bailing.

FILLING, ETC:

Earth filling obtained from the excavations and/or

prescribed stock piles on site compacted to 98% Mod

AASHTO density 2/1/10 Backfilling to trenches, holes, etc

SOIL POISONING

Soil Poisoning 2/1/11 Under floors etc including forming and poisoning shallow

furrows against foundation walls etc, filling in furrows and

ramming 2/1/12 To bottoms and sides of trenches, etc.

Carried Forward to Summary of Section No. 2

Section No. 2

SUBSTRUCTURE

Bill No. 1

EARTHWORKS Annexure A - Bills of Quantities


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m2 1

m2 3

Item m3 7 m2 27

m2 72

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Item No

BILL NO. 2

CONCRETE, FORMWORK AND REINFORCEMENT



Edition)

SUPPLEMENTARY PREAMBLES

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 approval of the Principal Agent. (Test cubes are

measured separately)

Formwork

Descriptions of formwork shall be deemed to include use and

waste only (except where described as left in or permanent),

for fitting together in the required forms, wedging, plumbing

and fixing to true angles and surfaces as necessary to

ensure easy release during stripping and for reconditioning

as necessary before re-use

The vertical strutting shall be carried down to such construction

as is sufficiently strong to afford the required support without

damage and shall remain in position until the newly

constructed work is able to support itself

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

to slabs not exceeding 250mm thick unless otherwise

described

Carried Forward

Section No. 2 SUBSTRUCTURE Bill No. 2 CONCRETE, FORMWORK AND REINFORCEMENT



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Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer 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

Note: Where concrete is described as "cast against excavated surfaces" the Contractor is to allow in his rates for additional

concrete to make up this tolerance/overbreak. The tender's

attention is specifically drawn to the extent of rock excavations

in this regard. The final net volumes of concrete shall be

measurable from drawings only and no claims with regard to

additional concrete to compensate for tolerances shall be

entertained

15MPa/19mm concrete

2/2/1 Surface blinding under footings and bases m3 1

25Mpa/19mm concrete

2/2/2 Thickening under surface beds m3 8

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

25MPa/19mm concrete

2/2/3 Ramp m3 7

REINFORCED CONCRETE

25MPa/19mm concrete

2/2/4 Surface beds m3 8

2/2/5 Walls (Provisional) m3 4

TEST BLOCKS

Carried Forward R

Section No. 2

SUBSTRUCTURE

Bill No. 2

CONCRETE, FORMWORK AND REINFORCEMENT Annexure A - Bills of Quantities


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Brought Forward R

Test blocks

2/2/6 Making and testing set of three 150 x 150 x 150mm concrete

strength test cubes (Provisional) Sets 2

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a wood

float

2/2/7 Surface beds m2 28

ROUGH FORMWORK (DEGREE OF ACCURACY II)

Rough Formwork to Sides of

2/2/8 Strip footings (Provisional) m2 16

2/2/9 Edges, risers, ends and reveals not exceeding 300mm high or

wide (Provisional) m 2

MOVEMENT JOINTS, ETC

Isolation joints between horizontal concrete and brick

surfaces including 10mm bitumen impregnated softboard

(polysulphide measured elsewhere)

2/2/10 Not exceeding 300mm wide m 12

Expansion joints with 10mm softboard between vertical

concrete surfaces

2/2/11 Not exceeding 300mm consisting of 10mm Jointex or similar

approved joint filler and polysulphide sealant (measured

elsewhere) m 3

Saw cut joints

2/2/12 10mm Joints not exceeding 300mm high m 5

REINFORCEMENT (PROVISIONAL)

Mild steel reinforcement to structural concrete work

2/2/13 8mm Diameter bars t 1,191

Carried Forward

R

Section No. 2

SUBSTRUCTURE

Bill No. 2


Annexure A - Bills of Quantities Pricing Data: Builder'sWork

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Brought Forward R

Fabric reinforcement

2/2/14 Type 245 fabric reinforcement in concrete surface beds, slabs, etc m2 2

Carried Forward to Summary of Section No. 2 R

Section No. 2

SUBSTRUCTURE

Bill No. 2



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Item No

BILL NO. 3

WATERPROOFING



Edition)

DAMP-PROOFING OF WALLS AND FLOORS

One layer of 250 micron Consol Plastics Gunplas Black

waterproof sheeting sealed at laps with Gunplas Pressure

Sensitive Tape 2/3/1 On compacted earth under concrete surface beds, lapped 150

mm and sealed at all joints (measured net).

JOINT SEALANTS, ETC.

"ABE Flexothane G" two-part polyurethane sealing

compound including backing cord, bond breaker, primer,

etc 2/3/2 10 x 10 mm Polysulphide sealant in expansion joint including

scraping out softboard


Section No. 2

SUBSTRUCTURE

Bill No. 3

WATERPROOFING Annexure A - Bills of Quantities



m2 21

m 43

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Section No. 2

SUBSTRUCTURE

SECTION SUMMARY - SUBSTRUCTURE

Bill Page Amount No No

2/1 EARTHWORKS -10-

2/2 CONCRETE, FORMWORK AND REINFORCEMENT -14-

2/3 WATERPROOFING -15-


Section No. 2 SUBSTRUCTURE


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Item Quantity Rate Amount No

BILL NO. 1

ALTERATIONS

The Tenderer is referred to the relevant Clauses in the separate document Model Preambles for Trades (2008

Edition).

REMOVAL OF EXISTING WORK

TEMPORARY BARRIERS, SCREENS, ETC

Temporary barriers, screens, etc. including removal

3/1/1 Dust screen 3800mm high between concrete floor and ceiling formed of suitable timber framing with 250 micron

polyethylene sheeting stapled on including corners, ends, etc. m 50

REMOVAL OF EXISTING WORK

Breaking down and removing brickwork, etc.

3/1/2 Half brick wall m2 46

3/1/3 One brick wall m2 48

3/1/4 One and a half brick wall m2 8

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

3/1/5 Timber single door and frame not exceeding 2,5m2 No 20

3/1/6 Timber double door and frame exceeding 2,5m² and not exceeding 5m² No 4

Taking down and removing roofs, floors, panelling, ceilings, partitions, etc

3/1/7 Gypsum plasterboard ceilings including cornices, timber brandering, etc m2 293

3/1/8 Drywall partitioning m2 26

Carried Forward R Section No. 3 SUPERSTRUCTURE Bill No. 1 ALTERATIONS


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Brought Forward

Hacking up/off and removing ceramic tile floor and wall

finishes including removing mortar bed or backing and

preparing concrete or brick surfaces for new screed,

plaster or tile finishes 3/1/9 Ceramic tiles to floors

3/1/10 Ceramic tiles to walls

Taking out and removing piping, sanitary fittings, etc

including disconnecting piping from fittings and

making good floor and wall finishes 3/1/11 Stainless steel sink and drainer on timber cupboard 760 x

465 x 1200mm high 3/1/12 Vitreous china wash hand basin

3/1/13 Vitreous china WC pan with cistern

3/1/14 Vitreous china wall hung urinal with flush valve

Taking off and removing sanitary accessories and

preparing concrete or brick surfaces for new plaster or tile

finishes 3/1/15 Soap dispenser

3/1/16 Paper towel dispenser

3/1/17 Toilet roll holder

Taking out and removing glass and mirrors

3/1/18 Mirror 650 x 650mm high from wall

Sundries 3/1/19 Remove lockers, kitchen cupboards and cupboards

3/1/20 Remove trellidoor system

Carried Forward Section No. 3 SUPERSTRUCTURE Bill No. 1 ALTERATIONS


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m2 122

m2 177 No 1

No 3

No 2

No 1 No 3

No 2

No 3

No 2

m2 55

m2 13

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Brought Forward R

MAKING GOOD OF FINISHES, ETC

3/1/21 Making good paintwork to face of walls where existing paintwork has been removed m2 414


Section No. 3

SUPERSTRUCTURE

Bill No. 1

ALTERATIONS


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Item No

BILL NO. 2

MASONRY




Edition).

NOTE

Brickwork rates are to include, where applicable for return

bricks at window and door reveals, lintels, etc., galvanized 'Z'

ties every third course at 900mm centres and shall where

applicable include for forming preformed openings to receive

aluminium windows, doors, etc.

Unless otherwise stated, all brickwork is to be built in stretcher

bond.

Wire ties will be as described in the Model Preambles.

Sizes in descriptions

Where sizes in descriptions are given in brick units, 'onebrick'

shall represent the length and 'halfbrick'the width of a 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.

Walls in two skins described as 'baggedand sealed'shall be

deemed to include having the outer face of the inner skin

bagged with 1:6 cement and sand mixture and sealed with two

coats 'Brixeal'bitumen emulsion waterproofing coating.

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size

and colour.

Carried Forward Section No. 3 SUPERSTRUCTURE Bill No. 2 MASONRY



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Pointing

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

hollow recessed, weathered pointing, etc.

BRICKWORK IN SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

3/2/1 Half brick wall m2 120

3/2/2 One brick wall m2 29

BRICKWORK SUNDRIES

Brickwork reinforcement

3/2/3 75mm Wide reinforcement built in horizontally m 217

3/2/4 150mm Wide reinforcement built in horizontally m 45


Section No. 3

SUPERSTRUCTURE

Bill No. 2

MASONRY


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BILL NO. 3

CARPENTRY AND JOINERY




Edition)

Fixing

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

hardened steel nails or shot pins 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

Joinery

Descriptions of frames shall be deemed to include frames,

transoms, mullions, rails, etc.

Descriptions of hardwood joinery shall be deemed to include

pelleting of bolt holes

Decorative thermosetting plastic laminate finish

Laminate covering shall be glued under pressure and edge

strips of same shall be butt jointed at junctions with adjacent

similar finish

SKIRTINGS

Wrought Meranti 3/3/1 75 x 19mm Skirting plugged m 287

DOORS, ETC

Carried Forward R

Section No. 3 SUPERSTRUCTURE Bill No. 3 CARPENTRY AND JOINERY


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Brought Forward

40mm Thick solid core door with Maple veneer hung to stainless steel butt hinges to timber frame in brickwork, including ironmongery, etc.

3/3/2 Door 820mm x 2032mm high as per Architect'sdoor schedule,

and 1,5mm thick brushed stainless steel kick plate 250mm high inside and out. Drawing number 15047-500 No 3/3/3 Door 880mm x 2060mm high as per Architect'sdoor schedule,

and 1,5mm thick brushed stainless steel kick plate 250mm high inside and out. Drawing number 15047-500 No 3/3/4 Door 900mm x 2060mm high as per Architect'sdoor schedule,

including natural anodised aluminium louvres and 1,5mm thick brushed stainless steel kick plate 250mm high inside and out.

Drawing number 15047-500 No 3/3/5 Door 860mm x 2100mm high as per Architect'sdoor schedule,

including natural anodised aluminium louvres and 1,5mm thick brushed stainless steel kick plate 250mm high inside and out.

Drawing number 15047-500 No

40mm Thick semi solid core door with Maple veneer hung to stainless steel butt hinges to timber frame in brickwork, including ironmongery, etc.

3/3/6 Door 800mm x 2100mm as per Architect's door schedule. Drawing number 15047-500 No 3/3/7 Door 820mm x 2100mm as per Architect's door schedule. Drawing number 15047-500 No

25mm Thick Bisonboard or equally approved commercial veneer single leaf duct access panel, including ironmongery, etc.

3/3/8 Door 300mm x 2000mm as per Architect's door schedule. Drawing number 15047-500 No

FRAMED FRAMES, ETC

Wrought meranti 3/3/9 90 x 55mm Rebated frames plugged m

Carried Forward

Section No. 3 SUPERSTRUCTURE Bill No. 3 CARPENTRY AND JOINERY


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1

4

2

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1

1

6

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Brought Forward


KITCHEN UNITS

Formica Windsor Cherry 784 fittings with 32mm thick Rustenburg Grey Granite worktop and Formica Aluminium 340 kickplates unless otherwise described

3/3/10 Bench (Detail 01) 3200 x 350 x 935mm high with 1 x

adjustable shelf fronts in formica windsor cherry, with 32mm Rustenburg Grey Granite tops, sides, bottom, divisions, shelf, back and hinged doors. All to Architect'sDrawing No

T11111/648/08 No 3/3/11 Bench (Detail 02) 3200 x 350 x 935mm high with 1 x

adjustable shelf fronts in formica windsor cherry, with 32mm Rustenburg Grey Granite tops, sides, bottom, divisions, shelf, back and hinged doors. All to Architect'sDrawing No

T11111/648/08 No 3/3/12 Kitchen wall cupboard 2073 x 716 x 850mm high overall with

PG Bison Mellowood cupboards, Masonite Black Board to be painted white with stainless steel handles including 32mm thick mellawood OSA carcass shelves and melamine skirting

2073mm long. Refer to drawing No 600. No 3/3/13 Reception desk 16mm PG Bison Corian Depant Worktop with GMS frame below as per Archiects drawing 600 No


Section No. 3

SUPERSTRUCTURE

Bill No. 3 CARPENTRY AND JOINERY


Pricing Data: Builder'sWork

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10 1

1

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Item No

BILL NO. 4

CEILINGS, PARTITIONS AND ACCESS FLOORING




Edition).

Descriptions

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

hardened steel nails or pins or shot pinned to brickwork or

concrete

Items described as "plugged" shall be deemed to include

screwing to fibre, plastic or metal plugs at not exceeding

600mm centres, and where described as "bolted" the

bolts have been given elsewhere

INSULATION

Insulation 3/4/1 50mm Thick flexible non-combustible light weight insulation

material over brandering in a completed roof & ceiling system.

Installation strictly in accordance with the manufacturers detail

& specification.

NAILED UP CEILINGS

6,5mm Gypsum board 3/4/2 Ceilings fixed to and including 30 x 50mm sawn softwood

brandering at 600mm centres using 32mm x 2.5mm serrated

ceiling nails at 150mm centres

6mm gypsum plasterboard 3/4/3 Horizontal Bulkhead as per Architect's specification. Drawing

No. 220-230

CORNICES,ETC

Carried Forward

Section No. 3 SUPERSTRUCTURE Bill No. 4 CEILINGS, PARTITIONS AND ACCESS FLOORING



m2 280

m2 280

m 13

R

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Brought Forward R

'Donn'cornices to suspended ceilings

3/4/4 47 x 35mm 'SM25'recessed shadowline cornice plugged m 287

200mm access flooring

3/4/5 Access flooring as per Architect'sspecification. Drawing No. 220-230 m2 37


Section No. 3

SUPERSTRUCTURE

Bill No. 4

CEILINGS, PARTITIONS AND ACCESS FLOORING


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BILL NO. 5

FLOOR COVERINGS, PLASTIC LININGS, ETC


Edition).

FLOOR COVERINGS

Flowcrete as specified in Architect'sdrawings

Flowcoate SF41

3/5/1 On floors; including epoxy as per manufacturer's specifications and as per manufacturer's installation instructions:

m2 128

Custom Carpet


m2 9

Belgotex Carpets - Equiniox Aquarius


m2 37

SKIRTINGS, NOSINGS, ETC

Stainless Steel Genesis nosing

3/5/4 Stainless steel Genesis nosing with silicone carbide insert, painted black m 22 Not Priced


Section No. 3

SUPERSTRUCTURE

Bill No. 5

FLOOR COVERINGS


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BILL NO. 6

PLASTERING


Edition)

INTERNAL PLASTER

Cement plaster on brickwork or concrete

3/6/1 On walls m2 140

3/6/2 On narrow widths m2 34


Section No. 3

SUPERSTRUCTURE

Bill No. 6

PLASTERING


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Item No

BILL NO. 7

TILING



Edition)


Descriptions

Unless described as "fixed with adhesive to plaster (plaster

elsewhere measured)" 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 cement screed bedding

WALL TILING

300 x 600m x 12mm Thick ceramic tile (Allow PC Amount

of R/m2 for supply of the tile) fixed with adhesive to

plaster (plaster elsewhere measured) as per

manufacturer's specifications and flush pointed with white waterproof jointing compound as per

manufacturer's installation instructions: 3/7/1 On walls

FLOOR TILING

600 x 600 x 12mm Thick ceramic tile - Standard (Allow PC

Amount of R/m2 for supply of the tile) fixed to screed; and

flush pointed with white waterproof jointing compound as

per manufacturer’s installation instructions: 3/7/2 On floors and landings

600 x 600 x 12mm Thick ceramic tile - Textured (Allow PC

Amount of R/m2 for supply of the tile) fixed to screed; and

flush pointed with white waterproof jointing compound as

per manufacturer's installation instructions: 3/7/3 On floors and landings

Carried Forward

Section No. 3 SUPERSTRUCTURE Bill No. 7 TILING


Quantity Rate Amount m2 122

m2 175 m2 5

R

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Brought Forward R

SUNDRIES

Genesis tile edge trim fixed simultaneously with tiling

including mitres, ends, etc: 3/7/4 6mm Edge trim to walls. m 45


Section No. 3

SUPERSTRUCTURE

Bill No. 7

TILING


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Item No

BILL NO. 8

METALWORK


separate document Model Preambles for Trades (September

2008 Edition) and to the Supplementary Preambles which are

incorporated in this Bill.

The Tenderer is also referred to foregoing sections for

preambles and full descriptions of items and materials not

described in this section which will apply equally to the work in

this section, unless otherwise described.


Tenderers are to refer to the Drawings, Finishes Schedules,

etc. appended to these bill of quantities, which indicate both

the location and unit types of various fittings together with

sizes, details, etc. prior to pricing this section.

Tenderers are to note that should there be any doubt or

obscurity as to the meaning and intent regarding the drawings,

finishing schedules, etc. the tenderer must have the same

rectified with the Principal Agent and allow for accordingly in

the tender. The tenderer is to include in the rates for all that he

/ she considers necessary for the design, construction and

installation of the works

Rates are to include for supply and installation of Aluminium

Shopfronts complete as detailed on the drawings, finishing

schedules, etc. including glazing, ironmongery as described

and as necessary, metalwork, finishes, silicone sealing to both

edges (internally and externally), making good finishes

disturbed, fixing in position, etc.

Carried Forward

Section No. 3 SUPERSTRUCTURE Bill No. 8 GLAZING



R Not Priced

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Tenderers are referred to the following drawings attached to

this tender document:

(1) Drawing 11015TP5002 Shopfront Schedule

Revision 01

Tenderers are advised to carefully study the drawings referred

to above and to allow for the cost of all notes and requirements

indicated thereon, which is deemed to include the full extent of

the works. Should there be any doubt or obscurity as to the

meaning and the intent thereof, the Tenderer shall have the

same verified with the Architect and to accordingly make

allowance for same in the tender amount. No claims whatsover

will be entertained due to the tenderer having failed to comply

with any of these conditions.

ALUMINIUM SHOPFRONTS

Natural anodised aluminium glazed shopfronts including doors, ironmongery, glazing, frames, etc. executed

complete, Refer to drawing number 510

3/8/1 2112mm Wide x 2420mm high glazed aluminium shopfront (SF01) including doors. No 1

3/8/2 5149mm Wide x 2800mm high glazed aluminium shopfront including doors (SF02).

No 1

3/8/3 1567mm Wide x 2432mm high glazed aluminium shopfront (SF03) including doors.

No 1

3/8/4 4955mm Wide x 1385mm high glazed aluminium shopfront (SF04) including doors. No 1


No 2


No 1

Carried Forward R

Section No. 3 SUPERSTRUCTURE Bill No. 8 GLAZING


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Brought Forward

3/8/7 1200mm Wide x 2100mm high glazed aluminium shopfront (SF07).

No


No

3/8/9 820mm Wide x 2060mm high glazed aluminium shopfront (SF09) including doors. No


No


No


No

Natural anodised aluminium including doors, ironmongery, glazing, frames, etc. executed complete,

3/8/13 2000mm x 500mm obscure glass as per SAGGA and SANS 10400 regulations.

No

3/8/14 1510mm x 1200mm clear glass as per SAGGA and SANS 10400 regulations.

No

3/8/15 710mm x 710mm obscure glass as per SAGGA and SANS 10400 regulations.

No


Section No. 3

SUPERSTRUCTURE

Bill No. 8 GLAZING



R

1

1

1

1

1

1

3

1

4

R

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BILL NO. 9

PAINTWORK




Edition)

PREPARATORY WORK TO EXISTING WORK

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

FLOATED PLASTER SURFACES WITH

Prepare existing surface, apply two coats undercoat and

two coats acryllic PVA paint on 3/9/1 On walls m2 629

ON PLASTERBOARD

One coat bonding liquid and two coats interior quality PVA emulsion paint

3/9/2 Ceilings and cornices m2 320

Carried Forward

R

Section No. 3

SUPERSTRUCTURE

Bill No. 9

PAINTWORK



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Brought Forward R

ON METAL

One coat zinc chromate primer and two coats aluminium

paint on steel 3/9/3 Vault Door m2 4

ON WOOD

Prepare new surface, apply two coats undercoat and two

coats non drip enamel paint on 3/9/4 On doors m2 58


Section No. 3

SUPERSTRUCTURE

Bill No. 9

PAINTWORK


- 3 5 -


Item No

BILL NO. 10

PROVISIONAL SUMS AND BUDGETARY ALLOWANCES



Edition)

The following sub-contract amounts are for work to be

carried out by nominated sub-contractors in terms of

clause 20, clause 21 selected sub-contractors and clause

22 work by others of the Principal Building Agreement

Note: Tenderers are to note that the allowances listed

here under are for work to be executed by the appointed

principal contractor. Tenderers are to allow in their

overall Preliminaries costs for this scope of work as no

additional Preliminaries will be entertained once this

scope of work is realised. The Employer reserves the

right to execute this work in part or in whole or omit the

entire scope


General

Work for which budgetary allowances are provided will be

measured and valued in accordance with clause 32 of the

Principal Building Agreement and deducted in whole or in part

if not required without any compensation for loss or profit on

the said allowances

Prime cost amounts and provisional sums are NET. Prime cost

amounts include for delivery to site of all articles concerned

Provisional sums are for material and equipment supplied and

installed complete by firms of specialists

Profit

Where stated, the contractor may allow for profit if required

General attendance on nominated/selected subcontractors

The item "Attendance" which follows each provisional sum for

nominated/selected subcontractors' work, shall be deemed to

cover all the contractor's costs incurred in providing free of Carried Forward

Section No. 3

SUPERSTRUCTURE

Bill No. 10 PROVISIONAL SUMS AND BUDGETARY ALLOWANCES




R Not Priced

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charge to the nominated/selected subcontractors, the

following:

1 The services as set out in clause B9.1 of the

Preliminaries

2 Making good in all trades and cleaning down and

removal of rubbish on completion PROVISIONAL SUMS

PLUMBING AND DRAINAGE INCLUDING SANITARY WARE AND SANITARY ACCESSORIES

Plumbing and Drainage Including Sanitaryware and Sanitary Accessories

3/10/1 Plumbing and Drainage including sanitaryware and sanitary

accessories, etc., executed complete. Item

3/10/2 Profit Item Not Priced

3/10/3 Attendance Item Not Priced

HEATING VENTILATION AND AIRCONDITIONING

Heating, Ventilation and Airconditioning

3/10/4 Heating, Ventillation and

Airconditioning, etc., executed complete.

Item



SIGNAGE

Signage Installation

3/10/7 Signage, etc., executed complete. Item

Carried Forward R

Section No. 3

SUPERSTRUCTURE

Bill No. 10

PROVISIONAL SUMS AND BUDGETARY ALLOWANCES Annexure A - Bills of Quantities


- 3 7 -


Brought Forward R



ELECTRICAL AND ELECTRONICS INSTALLATION

Electrical and Electronics Installation

3/10/10 Electrical installation, etc., executed complete.

Item Not Priced



ALLUMINIUM CANOPY INCLUDING ALLUMINIUM LOUVRES AND STEEL FIXINGS

Aluminium Canopy Including Aluminium Louvres and Steel Fixings

3/10/13 Aluminium Canopy Including Aluminium Louvres and Steel Fixings, etc., executed complete.

Item



SIGNAGE

Signage

3/10/16 Signage including feature wall background Item



BUDGETARY ALLOWANCES

Carried Forward R Section No. 3

SUPERSTRUCTURE

Bill No. 10

PROVISIONAL SUMS AND BUDGETARY ALLOWANCES Annexure A - Bills of Quantities


- 3 8 -


Brought Forward

Note: Tenderers are to note that the provisional

allowances listed here under are for work to be executed

by the appointed principal contractor. Tenderers are to

allow in their overall P & G allowances for this scope of

work as no additional P & G'swill be entertained once this scope of work is realised. The Employer reserves the right

to execute this work in part or in whole or omit the entire

scope

3/10/19 Provide the sum of (To be priced by Tenderer) for

Contingencies

3/10/20 Provide the sum of (To be priced by Tenderer) for hoarding,

dust screens, etc., executed complete.


Section No. 3

SUPERSTRUCTURE

Bill No. 10 PROVISIONAL SUMS AND BUDGETARY ALLOWANCES



R 1 025 000,00 Item Not Priced

Item Not Priced

R 1 025 000,00

- 3 9 -


Section No. 3

SUPERSTRUCTURE

SECTION SUMMARY - SUPERSTRUCTURE

Bill Page Amount No No

3/1 ALTERATIONS -19-

3/2 MASONRY -21-

3/3 CARPENTRY AND JOINERY -24-

3/4 CEILINGS, PARTITIONS AND ACCESS FLOORING -26-

3/5 FLOOR COVERINGS -27-

3/6 PLASTERING -28-

3/7 TILING -30-

3/8 GLAZING -33-

3/9 PAINTWORK -35-

3/10 PROVISIONAL SUMS AND BUDGETARY ALLOWANCES -39-


Section No. 3 SUPERSTRUCTURE


- 4 0 -


FINAL SUMMARY

Section Page Amount No No

1 PRELIMINARIES -6-

SUB-TOTAL R

ADD: VALUE ADDED TAX @ 14% R

2 SUBSTRUCTURE -16-

3 SUPERSTRUCTURE -40-

Carried to Form of Tender R



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