BILL NO. 1 PRELIMINARIES - Mintek€¦ · BILL NO. 1 PRELIMINARIES ... be deemed to be incorporated...

REFURBISHMENT OF GUARDHOUSE - MINTEK

Item Quantity Rate AmountNo

BILL NO. 1

PRELIMINARIES

PREAMBLES FOR TRADES

The Model Preambles for Trades (2008 edition) as publishedby the Association of South African Quantity Surveyors shallbe deemed to be incorporated in these bills of quantities andno claims arising from brevity of description of items fullydescribed in the said Model Preambles will be entertained

Supplementary preambles are incorporated in these bills ofquantities to satisfy the requirements of this project suchsupplementary preambles shall take precedence over theprovisions of the said Model Preambles

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

PRELIMINARIES

Where explanations or comments are reflected in thesePreliminaries, same are to be read as supplementing asopposed to varying the provisions of the relevant clauses

SECTION A: PRINCIPAL BUILDING AGREEMENT - JBCCSeries 2000

NOTES

The JBCC Series 2000 Principal Building Agreement (July2007 edition) prepared by the Joint Building ContractCommittee shall be the applicable building agreement,amended as hereinafter described

The ASAQS Preliminaries (November 2007 edition) publishedby the Association of South African Quantity Surveyors for usewith the said JBCC Principal Building Agreement shall bedeemed to be incorporated in these bills of quantities

Contractor's are referred to the abovementioned documentsfor the full intent and meaning of each clause thereof

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

Annexure A - Bills of QuantitiesPricing Data: Builder's Work

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These clauses are hereinafter reffered to by clause numberand heading only Where standard clauses or alternatives arenot entirely applicable to this contract, such modifications,corrections or supplements as will apply are given under eachrelevant clause heading and such modifications, corrections orsupplements shall take precedence notwithstanding anythingcontrary contained in the abovementioned documents

Where any item is not relevant to this specific contract suchitem 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

1/1/3 Documents (Clause 3) Item

1/1/4 Design Responsibility (Clause 4) Item

1/1/5 Employer's Agents (Clause 5) Item

1/1/6 Contractor's site Representative (Clause 6) Item

1/1/7 Compliance with Laws and Regulations (Clause 7) Item

1/1/8 Works Risk (Clause 8) Item

1/1/9 Indemnities (Clause 9) Item

1/1/10 General Insurances (Clause 10) Item

1/1/11 Special Insurances (Clause 11) Item

1/1/12 Effecting Insurances (Clause 12) Item

1/1/13 Assignment (Clause 13) Item

1/1/14 Security (Clause 14) Item



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Execution

1/1/15 Preparation For and Execution of The Works (Clause 15) Item

1/1/16 Site and Access (Clause 16) Item

1/1/17 Contract Instructions (Clause 17) Item

1/1/18 Setting Out Of The Works (Clause 18) Item

1/1/19 Temporary works and plant (Clause 19) Item

1/1/20 Nominated Subcontractors (Clause 20) Item

1/1/21 Selected Subcontractors (Clause 21) Item

1/1/22 Employer's Direct Contractors (Clause 22) Item

1/1/23 Contractor's Domestic Subcontractors (Clause 23) Item

Completion

1/1/24 Practical Completion (Clause 24) Item

1/1/25 Works Completion (Clause 25) Item

1/1/26 Final Completion (Clause 26) Item

1/1/27 Latent Defects Liability Period (Clause 27) Item

1/1/28 Sectional Completion (Clause 28) Item

1/1/29 Revision of Date for Practical Completion (Clause 29) Item

1/1/30 Penalty for Late or Non-Completion (Clause 30) Item

Payment

1/1/31 Interim Payment to the Contractor (Clause 31) Item

1/1/32 Adjustment to the Contract Value (Clause 32) Item

1/1/33 Recovery of Expense and Loss (Clause 33) Item

1/1/34 Final Account and Final Payment (Clause 34) Item



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1/1/35 Payment to Other Parties (Clause 35) Item

Termination

1/1/36 Termination by Employer - Contractor's Default (Clause 36) Item

1/1/37 Termination by Employer - Loss and Damage (Clause 37) Item

1/1/38 Termination by Contractor - Employer's Default (Clause 38) Item

1/1/39 Termination - Cessation of the Works (Clause 39) Item

Dispute

1/1/40 Dispute Settlement (Clause 40) Item

Contract Agreement

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

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

1/1/42 Contractual agreement (Clause 42)

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

SECTION B: PRELIMINARIES

Definitions and Interpretation

1/1/43 Definitions and Interpretation (Clause 1.0) Item

Documents

1/1/44 Checking of Documents (Clause 2.1) Item

1/1/45 Provisional Bills of Quantities (Clause 2.2) Item

1/1/46 Availability of Construction Documentation (Clause 2.3) Item



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Previous work and adjoining properties

1/1/47 Previous Work - Dimensional Accuracy (Clause 3.1) Item

1/1/48 Previous Work - Defects ( Clause 3.2) Item

1/1/49 Inspection of Adjoining Properties (Clause 3.3) Item

Samples, Shop Drawings and Manufacturer's Instructions

1/1/50 Samples of Materials (Clause 4.1) Item

1/1/51 Workmanship Samples (Clause 4.2) Item

1/1/52 Shop Drawings (Clause 4.3) Item

1/1/53 Compliance with Manufacturer's Instructions (Clause 4.4) Item

Deposits and Fees

1/1/54 Deposits and Fees (Clause 5.1) Item

Temporary Services

1/1/55 Water (Clause 6.1) Item

1/1/56 Electricity (Clause 6.2) Item

1/1/57 Telecommunication Equipment (Clause 6.3) Item

1/1/58 Ablution Facilities (Clause 6.4) Item

Prime cost Amounts

1/1/59 Responsibility for Prime Cost Amounts (Clause 7.1) Item

Special Attendance on N/S Subcontractors

1/1/60 Special Attendance (Clause 8.1) Item

GENERAL

1/1/61 Protection of the Works (Clause 9.1) Item



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1/1/62 Protection / Isolation of Existing / Sectionally Occupied Works(Clause 9.2) Item

1/1/63 Security of the Works (Clause 9.3) Item

1/1/64 Notice Before Covering Work (Clause 9.4) Item

1/1/65 Disturbance (Clause 9.5) Item

1/1/66 Environmental Disturbance (Clause 9.6) Item

1/1/67 Works Cleaning and Clearing (Clause 9.7) Item

1/1/68 Vermin (Clause 9.8) Item

1/1/69 Overhand Work (Clause 9.9) Item

SECTION C: SPECIFIC PRELIMINARIES

1/1/70 Standard Conditions of Tender Item

1/1/71 Special Conditions of Tender Item

1/1/72 Tender Data Schedule Item

1/1/73 General Conditions of Contract Item

1/1/74 Special Conditions of Contract Item

Carried to Final Summary R Section No. 1PRELIMINARIESBill No. 1PRELIMINARIES


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BILL NO.1

EARTHWORKS, ETC.

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

Nature of ground

A soils investigation has been carried out on the site by theEngineer and the report is annexed to these Bills of Quantities.All very hard unweathered shale, ironstone, etc. the removal ofwhich necessitates the use of explosives or heavy dutyhydraulic percussion hammers (peckers), will be classified as"hard rock".

Descriptions of excavations shall be deemed to include allground conditions classifiable as "earth" described in theabove report and where conditions of a more difficult characterare indicated these are separately measured

Carting away of excavated material

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site.

The haulage of all materials shall, for payment purposes, beregarded as freehaul regardless of distance hauled, and shallapply 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 thedimensions and contours shown on the drawing.

Carried Forward R Section No. 2SUBSTRUCTUREBill No. 1EARTHWORKS


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Notice

The contractor must timeously inform the Principal Agent ofthedifferent classes of material encountered so that it can bemeasured accurately. If the Principal Agent receives no priornotice from the sub-contractor to the contrary, all excavatedmaterial shall be deemed to be soft excavation.

Computation of quantities

Earthworks will be measured by volume once only inexcavation. The volumes handled will be computed from thedifference in elevations between the specified earthworkslevels, 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 approvedindepent testing laboratory for the testing of materials, andquality testing of layer works, so as to ensure that his workconforms to the specifications. Results of these tests shall besubmitted to the Engineer timeously. Tests shall be carried outby the Contractor at a rate of at least 1 test per 100m2 ofeach layer.

The tendered unit rates shall be deemed to include the cost ofall control testing, and no additional claims shall be entertainedin this respect.

Should control testing arranged by the Contractor not meantherequirements of the Specification, the Engineer shall have theright to conduct all such other testing at the Contractor'sexpense.

Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D



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Filling

Notwithstanding the reference to prescribed multiple handlinginclause 1 page 6 of the Standard System of Measuring BuildingWork, prices for filling and backfilling shall include for allselection and any necessary multiple handling of material

EXCAVATION OTHER THAN BULK

Excavate in compacted pickable material as defined notexceeding 2 m deep below reduced or filled up groundlevel, part return, fill in and ram and remainder carted offsite (measured elsewhere)

2/1/1 Thickening under surface beds m3 46

Sundries

2/1/2 Extra over all excavations in compacted pickable material forexcavation in soft rock as described. m3 32

2/1/3 Extra over all excavations in compacted pickable material forexcavation in hard rock as described. m3 24

COMPACTION

Compaction of surfaces

2/1/4 Compaction of ground surface under floors etc includingscarifying for a depth of 150mm, breaking down oversizematerial, adding suitable material where necessary andcompacting to 98% Mod AASHTO density (tests to be includedfor 1no. per 100m2) m2 28

CARTING AWAY

Carting away

2/1/5 Extra over all excavations for carting away excavated materialas described (Contractor to allow for bulking). m3 39



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WORKING SPACE

Note: Working space for formwork to sides of column bases,pile caps, etc. is to be finally measured and paid for only wherespecifically required and instructed in writing by the appointedConsultant Engineer

Back excavation of vertical sides of excavation in earth forworking space including backfilling compacted to 98%Mod AASHTO density

2/1/6 Exceeding 1500mm deep but not exceeding 3000mm deep forplacing and removing formwork to walls, etc. 1500mm awayfrom excavated face m2 28

Extra over working space for:

2/1/7 Excavation in soft rock as described. m2 1

2/1/8 Excavation in hard rock as described. m2 3

KEEP EXCAVATION FREE OF WATER

Keep excavations free of water

2/1/9 Allow for keeping excavations free of water and mud bypumping or bailing. Item

FILLING, ETC:

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 98% ModAASHTO density

2/1/10 Backfilling to trenches, holes, etc m3 7

SOIL POISONING

Soil Poisoning

2/1/11 Under floors etc including forming and poisoning shallowfurrows against foundation walls etc, filling in furrows andramming m2 27

2/1/12 To bottoms and sides of trenches, etc. m2 72

Carried Forward to Summary of Section No. 2 R Section No. 2SUBSTRUCTUREBill No. 1EARTHWORKS


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BILL NO. 2

CONCRETE, FORMWORK ANDREINFORCEMENT


SUPPLEMENTARY PREAMBLES

Cost of tests

The costs of making, storing and testing of concrete test cubesas required under clause 7 'Tests' of SABS 1200 G shallinclude the cost of providing cube moulds necessary for thepurpose, for testing costs and for submitting reports on thetests to the Principal Agent. The testing shall be undertaken byan independent firm or institution nominated by the Contractorto the approval of the Principal Agent. (Test cubes aremeasured separately)

Formwork

Descriptions of formwork shall be deemed to include use andwaste only (except where described as left in or permanent),for fitting together in the required forms, wedging, plumbingand fixing to true angles and surfaces as necessary to ensureeasy release during stripping and for reconditioning asnecessary before re-use

The vertical strutting shall be carried down to such constructionas is sufficiently strong to afford the required support withoutdamage and shall remain in position until the newlyconstructed work is able to support itself

Formwork to soffits of solid slabs etc., shall be deemed to beto slabs not exceeding 250mm thick unless otherwisedescribed

Carried Forward R Section No. 2SUBSTRUCTUREBill No. 2CONCRETE, FORMWORK AND REINFORCEMENT


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Brought Forward R

Formwork to sides of bases, pile caps, ground beams, etc., willonly be measured where it is prescribed by the Engineer fordesign reasons. Formwork necessitated by irregularity orcollapse of excavated faces will not be measured and the costthereof shall be deemed to be included in the allowance fortaking the risk of collapse of the sides of the excavations,provision for which is made in Earthworks

UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

Note: Where concrete is described as "cast against excavatedsurfaces" the Contractor is to allow in his rates for additionalconcrete to make up this tolerance/overbreak. The tender'sattention is specifically drawn to the extent of rock excavationsin this regard. The final net volumes of concrete shall bemeasurable from drawings only and no claims with regard toadditional concrete to compensate for tolerances shall beentertained

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 AGAINSTEXCAVATED 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



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Test blocks

2/2/6 Making and testing set of three 150 x 150 x 150mm concretestrength test cubes (Provisional) Sets 2

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a woodfloat

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 orwide (Provisional) m 2

MOVEMENT JOINTS, ETC

Isolation joints between horizontal concrete and bricksurfaces including 10mm bitumen impregnated softboard(polysulphide measured elsewhere)

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

Expansion joints with 10mm softboard between verticalconcrete surfaces

2/2/11 Not exceeding 300mm consisting of 10mm Jointex or similarapproved joint filler and polysulphide sealant (measuredelsewhere) 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



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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. 2SUBSTRUCTUREBill No. 2CONCRETE, FORMWORK AND REINFORCEMENT


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BILL NO. 3

WATERPROOFING


DAMP-PROOFING OF WALLS AND FLOORS

One layer of 250 micron Consol Plastics Gunplas Blackwaterproof sheeting sealed at laps with Gunplas PressureSensitive Tape

2/3/1 On compacted earth under concrete surface beds, lapped 150mm and sealed at all joints (measured net). m2 21

JOINT SEALANTS, ETC.

"ABE Flexothane G" two-part polyurethane sealingcompound including backing cord, bond breaker, primer,etc

2/3/2 10 x 10 mm Polysulphide sealant in expansion joint includingscraping out softboard m 43

Carried Forward to Summary of Section No. 2 R Section No. 2SUBSTRUCTUREBill No. 3WATERPROOFING


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Section No. 2

SUBSTRUCTURE

SECTION SUMMARY - SUBSTRUCTURE

Bill Page AmountNo No

2/1 -10-EARTHWORKS

2/2 -14-CONCRETE, FORMWORK AND REINFORCEMENT

2/3 -15-WATERPROOFING

Carried to Final Summary R Section No. 2SUBSTRUCTURE


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BILL NO. 1

ALTERATIONS

The Tenderer is referred to the relevant Clauses in theseparate document Model Preambles for Trades (2008Edition).

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 ceilingformed of suitable timber framing with 250 micronpolyethylene 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 frombrickwork 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 notexceeding 5m² No 4

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

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

3/1/8 Drywall partitioning m2 26

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 1ALTERATIONS


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Brought Forward R

Hacking up/off and removing ceramic tile floor and wallfinishes including removing mortar bed or backing andpreparing concrete or brick surfaces for new screed,plaster or tile finishes

3/1/9 Ceramic tiles to floors m2 122

3/1/10 Ceramic tiles to walls m2 177

Taking out and removing piping, sanitary fittings, etcincluding disconnecting piping from fittings andmaking good floor and wall finishes

3/1/11 Stainless steel sink and drainer on timber cupboard 760 x 465x 1200mm high No 1

3/1/12 Vitreous china wash hand basin No 3

3/1/13 Vitreous china WC pan with cistern No 2

3/1/14 Vitreous china wall hung urinal with flush valve No 1

Taking off and removing sanitary accessories andpreparing concrete or brick surfaces for new plaster or tilefinishes

3/1/15 Soap dispensor No 3

3/1/16 Paper towel dispensor No 2

3/1/17 Toilet roll holder No 3

Taking out and removing glass and mirrors

3/1/18 Mirror 650 x 650mm high from wall No 2

Sundries

3/1/19 Remove lockers, kitchebn cupboards and cupboards m2 55

3/1/20 Remove trellidoor system m2 13

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 1ALTERATIONS


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MAKING GOOD OF FINISHES, ETC

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

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 1ALTERATIONS


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BILL NO. 2

MASONRY



NOTE

Brickwork rates are to include, where applicable for returnbricks at window and door reveals, lintels, etc., galvanized 'Z'ties every third course at 900mm centres and shall whereapplicable include for forming preformed openings to receivealuminium windows, doors, etc.

Unless otherwise stated, all brickwork is to be built in stretcherbond.

Wire ties will be as described in the Model Preambles.

Sizes in descriptions

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

Hollow walls etc

Descriptions of hollow walls shall be deemed to include leavingevery fifth perpend of the bottom course of the external skinopen as a weep hole.

Walls in two skins described as 'bagged and sealed' shall bedeemed to include having the outer face of the inner skinbagged with 1:6 cement and sand mixture and sealed with twocoats 'Brixeal' bitumen emulsion waterproofing coating.

Face bricks

Bricks shall be ordered timeously to obtain uniformity in sizeand colour.

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 2MASONRY


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Pointing

Descriptions of recessed pointing to fair face brickwork andface 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

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 2MASONRY


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BILL NO. 3

CARPENTRY AND JOINERY



Fixing

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

Items described as "plugged" shall be deemed to includescrewing to fibre, plastic or metal plugs at not exceeding500mm centres, and where described as "bolted", the boltshave 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 includepelleting of bolt holes

Decorative thermosetting plastic laminate finish

Laminate covering shall be glued under pressure and edgestrips of same shall be butt jointed at junctions with adjacentsimilar finish

SKIRTINGS

Wrought Meranti

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

DOORS, ETC

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 3CARPENTRY AND JOINERY


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Brought Forward R

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

3/3/2 Door 820mm x 2032mm high as per Architect's door schedule,and 1,5mm thick brushed stainless steel kick plate 250mmhigh inside and out. Drawing number 15047-500 No 3

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

3/3/4 Door 900mm x 2060mm high as per Architect's door schedule,including natural anodised aluminium louvres and 1,5mm thickbrushed stainless steel kick plate 250mm high inside and out.Drawing number 15047-500 No 4

3/3/5 Door 860mm x 2100mm high as per Architect's door schedule,including natural anodised aluminium louvres and 1,5mm thickbrushed stainless steel kick plate 250mm high inside and out.Drawing number 15047-500 No 2

40mm Thick semi solid core door with Maple veneer hungto 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 1


25mm Thick Bisonboard or equally approved commercialveneer single leaf duct access panel, includingironmongery, etc.


FRAMED FRAMES, ETC

Wrought meranti

3/3/9 90 x 55mm Rebated frames plugged m 6

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 3CARPENTRY AND JOINERY


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BILL NO. 4

CEILINGS, PARTITIONS AND ACCESS FLOORING



Descriptions

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

Items described as "plugged" shall be deemed to includescrewing to fibre, plastic or metal plugs at not exceeding600mm centres, and where described as "bolted" the boltshave been given elsewhere

INSULATION

Insulation

3/4/1 50mm Thick flexible non-combustible light weight insulationmaterial over brandering in a completed roof & ceiling system.Installation strictly in accordance with the manufacturers detail& specification.

m2 280

NAILED UP CEILINGS

6,5mm Gypsum board

3/4/2 Ceilings fixed to and including 30 x 50mm sawn softwoodbrandering at 600mm centres using 32mm x 2.5mm serratedceiling nails at 150mm centres m2 280

6mm gypsum plasterboard

3/4/3 Horizontal Bulkhead as per Architect's specification. DrawingNo. 220-230 m 13

CORNICES,ETC

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 4CEILINGS, PARTITIONS AND ACCESS FLOORING


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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's specification. Drawing No.220-230 m2 37

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 4CEILINGS, PARTITIONS AND ACCESS FLOORING


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BILL NO. 5

FLOOR COVERINGS, PLASTIC LININGS, ETC


FLOOR COVERINGS

Flowcrete as specified in Architect's drawings

Flowcoate SF41

3/5/1 On floors; including epoxy as per manufacturer's specificationsand 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

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 5FLOOR COVERINGS


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BILL NO. 6

PLASTERING


INTERNAL PLASTER

Cement plaster on brickwork or concrete

3/6/1 On walls m2 140

3/6/2 On narrow widths m2 34

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 6PLASTERING


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BILL NO. 7

TILING



Descriptions

Unless described as "fixed with adhesive to plaster (plasterelsewhere measured)" descriptions of tiling on brick orconcrete walls, columns, etc shall be deemed to include 1:4cement plaster backing and descriptions of tiling on concretefloors, etc. shall be deemed to include cement screed bedding

WALL TILING

300 x 600m x 12mm Thick ceramic tile (Allow PC Amountof R150.00/m2 for supply of the tile) fixed with adhesive toplaster (plaster elsewhere measured) as permanufacturer's specifications and flush pointed withwhite waterproof jointing compound as permanufacturer's installation instructions:

3/7/1 On walls m2 122

FLOOR TILING

600 x 600 x 12mm Thick ceramic tile - Standard (Allow PCAmount of R200.00/m2 for supply of the tile) fixed toscreed; and flush pointed with white waterproof jointingcompound as per manufacturer's installation instructions:

3/7/2 On floors and landings m2 175

600 x 600 x 12mm Thick ceramic tile - Textured (Allow PCAmount of R250.00/m2 for supply of the tile) fixed toscreed; and flush pointed with white waterproof jointingcompound as per manufacturer's installation instructions:

3/7/3 On floors and landings m2 5

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 7TILING


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Brought Forward R

SUNDRIES

Genesis tile edge trim fixed simultaneously with tilingincluding mitres, ends, etc:

3/7/4 6mm Edge trim to walls. m 45

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 7TILING


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BILL NO. 8

METALWORK

The Tenderer is referred to the relevant Clauses in theseparate document Model Preambles for Trades (September2008 Edition) and to the Supplementary Preambles which areincorporated in this Bill.

The Tenderer is also referred to foregoing sections forpreambles and full descriptions of items and materials notdescribed in this section which will apply equally to the work inthis section, unless otherwise described.


Tenderers are to refer to the Drawings, Finishes Schedules,etc. appended to these bill of quantities, which indicate boththe location and unit types of various fittings together withsizes, details, etc. prior to pricing this section.

Tenderers are to note that should there be any doubt orobscurity as to the meaning and intent regarding the drawings,finishing schedules, etc. the tenderer must have the samerectified with the Principal Agent and allow for accordingly inthe tender. The tenderer is to include in the rates for all that he/ she considers necessary for the design, construction andinstallation of the works

Rates are to include for supply and installation of AluminiumShopfronts complete as detailed on the drawings, finishingschedules, etc. including glazing, ironmongery as describedand as necessary, metalwork, finishes, silicone sealing to bothedges (internally and externally), making good finishesdisturbed, fixing in position, etc.

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 8GLAZING


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Brought Forward R

Tenderers are referred to the following drawings attached tothis tender document:

(1) Drawing 11015TP5002 Shopfront ScheduleRevision 01

Tenderers are advised to carefully study the drawings referredto above and to allow for the cost of all notes and requirementsindicated thereon, which is deemed to include the full extent ofthe works. Should there be any doubt or obscurity as to themeaning and the intent thereof, the Tenderer shall have thesame verified with the Architect and to accordingly makeallowance for same in the tender amount. No claims whatsoverwill be entertained due to the tenderer having failed to complywith any of these conditions.

ALUMINIUM SHOPFRONTS

Natural anodised aluminium glazed shopfronts includingdoors, ironmongery, glazing, frames, etc. executedcomplete, 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 shopfrontincluding doors (SF02).

No 1

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

No 1



No 2


No 1

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 8GLAZING


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Brought Forward R

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

No 1


No 1



No 1


No 1


No 1

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

3/8/13 2000mm x 500mm obscure glass as per SAGGA and SANS10400 regulations.

No 3

3/8/14 1510mm x 1200mm clear glass as per SAGGA and SANS10400 regulations.

No 1

3/8/15 710mm x 710mm obscure glass as per SAGGA and SANS10400 regulations.

No 4

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 8GLAZING


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BILL NO. 9

PAINTWORK



PREPARATORY WORK TO EXISTING WORK

Previously painted plastered surfaces

Surfaces shall be thoroughly washed down and allowed to drycompletely before any paint is applied. Blistered or peelingpaint 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 tobare metal

Previously painted wood surfaces

Surfaces shall be thoroughly cleaned down. Blistered orpeeling paint shall be completely removed and cracks andcrevices shall be primed, filled with suitable filler and finishedsmooth

FLOATED PLASTER SURFACES WITH

Prepare existing surface, apply two coats undercoat andtwo coats acryllic PVA paint on

3/9/1 On walls m2 629

ON PLASTERBOARD

One coat bonding liquid and two coats interior qualityPVA emulsion paint

3/9/2 Ceilings and cornices m2 320

Carried Forward R Section No. 3SUPERSTRUCTUREBill No. 9PAINTWORK


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Brought Forward R

ON METAL

One coat zinc chromate primer and two coats aluminiumpaint on steel

3/9/3 Vault Door m2 4

ON WOOD

Prepare new surface, apply two coats undercoat and twocoats non drip enamel paint on

3/9/4 On doors m2 58

Carried Forward to Summary of Section No. 3 R Section No. 3SUPERSTRUCTUREBill No. 9PAINTWORK


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Section No. 3

SUPERSTRUCTURE

SECTION SUMMARY - SUPERSTRUCTURE

Bill Page AmountNo No

3/1 -19-ALTERATIONS

3/2 -21-MASONRY

3/3 -23-CARPENTRY AND JOINERY

3/4 -25-CEILINGS, PARTITIONS AND ACCESS FLOORING

3/5 -26-FLOOR COVERINGS

3/6 -27-PLASTERING

3/7 -29-TILING

3/8 -32-GLAZING

3/9 -34-PAINTWORK

Carried to Final Summary R Section No. 3SUPERSTRUCTURE


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FINAL SUMMARY

Section Page AmountNo No

1 -6-PRELIMINARIES

SUB-TOTAL R

ADD: VALUE ADDED TAX @ 14% R

2 -16-SUBSTRUCTURE

3 -35-SUPERSTRUCTURE

Carried to Form of Tender R


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