SECTION NO. 1 BILL NO. 1 ALTERATIONS - … · The Tenderer is advised that the quantities reflected is ... concrete staircases attached to loading bay platform, ... Section No. 1

Obp Vaccine Plant - Principal Contract

BTK606

Unit Quantity Rate Amount

ALTERATIONS

SECTION NO. 1

Builders Work - Phase 1

BILL NO. 1

Location Description:Key:

BT Block T

BM Block M

BN Block N

The Tenderer is referred to the relevant Clauses in the separate document 'Model Preambles for Trades' (2013 Edition) and the Supplementary Preambles which are incorporated hereunder before pricing this Bill.

The Tenderer is advised that the quantities reflected is indicative and may not be descriptive of the actual works. The Tenderers are advised that this "BOQ" should be treated as a schedule of rates, as the works will be measured as the works progresses.

VISIT TO SITE

Tenderers are to visit the site and satisfy themselves as to the nature of the work to be done, extent of the works on site and making good to be done, the conditions of the existing buildings, working conditions, etc., as no liability whatsoever will be admitted in respect of errors in the Contractor's tender due to the foregoing.

WORK AND MATERIALS

The work to be done and materials to be used in the works on site are to be similar to those specified in the new work in so far as they apply.

All rubble and debris from the pulling down are to be carted away without delay and the site is to be left clean and unencumbered.

Where existing items of work is to be removed or demolished, those items of work should be deemed to be discarded unless otherwise stated.

DEMOLITIONS

All demolition work shall be carried out in accordance with the local By-laws and to the requirements of the Local Health Authorities.

Where walls are described as being demolished, doors, door frames and the finishes to both sides shall be deemed to be included. Where floor finishes are described as being removed the mortar bed under or screed shall be deemed to be included.

Section No. 1

Carried to Collection R

Bill No. 1

Alterations

1


BTK606


WATER, ETC.

The Contractor shall allow for watering the works with a jet or spray from a hose sufficiently to prevent any nuisance from dust.

TEMPORARY COVERINGS, SCREENS, ETC.

The Contractor shall supply, erect and maintain in position as required any temporary coverings to protect the existing work and property from damage and inclement weather during the progress of the works. The Contractor will be held responsible for any damage to property or goods in the existing buildings due to his not having taken adequate precautions, and all damage caused shall be made good at his own expense. He must allow for providing all necessary plastic or wood framed screens, partitions, tarpaulin, barriers, etc., to protect the work and prevent any nuisance from dust as may be required or directed.

DAMAGE TO PERSONS OR PROPERTY

The Contractor will be held responsible for any damage to persons or property and for the safety of the structures and he shall allow for protecting and indemnifying persons using the existing buildings from injury and by virtue of building operations, including providing necessary barriers, signs, etc.

MAKING GOOD

Prices of all work described throughout these Bills of Quantities shall include for making good, in all trades except Painting, unless otherwise described.

The Contractor must make good to existing work damaged or disturbed through alterations and to existing work remaining after doors, windows, screens, fittings, walls, etc., are removed, by fitting in short lengths of skirtings, architraves, etc., and making good suspended ceilings and floors on necessary joists, etc., plaster finishes to walls and ceilings and rendering floor tiles, etc., to floors and for facing up walls, with brickwork, cut, toothed and bonded to existing work with facing bricks, quarry tiles or common brickwork to receive finishings, unless otherwise described.

All new materials used in making good are to match existing and the works shall be left complete and perfect in every respect.

Section No. 1


Bill No. 1

Alterations

2


BTK606


PULLING DOWN

Pulling down walls, piers, etc., shall include for dead shoring under existing concrete slabs, beams, roof members, etc., for pulling down face brick, tiled or plastered walls and concrete beams or lintols occuring in same, for removing skirtings, quadrants, cornices, etc., fixed to same for hacking up flooring in openings and making good as previously described to walls, floors, ceilings, etc., unless otherwise described.

CUTTING THROUGH, ETC.

Cutting away from, breaking or cutting through shall include for neatly cutting through brick or concrete walls, floors, skirtings, etc., leaving ends fair or preparing ends for extensions, for facing up jambs, reveals, etc., with brickwork cut toothed and bonded to existing and for flushing up concrete jambs, reveals, etc., in cement mortar.

BUILDING IN

Building in new or reused doors, windows, etc., into formed openings in existing brick or concrete walls shall include for wedging up, cutting mortices for and running in lugs in 3:1 cement mortar or for plugging and screwing as necessary, and bedding and pointing all round frame in cement mortar.

JUNCTION OF NEW AND EXISTING

Making good at the junction of new and existing work shall include for piercing out, cutting through or removing short lengths of existing material, for supplying short lengths of new material and for jointing to match existing.

EXISTING AND ADJOINING BUILDINGS, ETC.

In taking down and removing existing work the utmost care must be observed to avoid any structural or other damage to the remaining portions of the building or adjoining buildings, boundary walls, pavings, roadways, etc., and the Contractor shall provide all shoring, needling, strutting, etc., to ensure the stability of all structures during demolition or alteration work. The Contractor must cover up and protect from damage all work not removed and must make good at his own expense any damage that may occur.

HOARDING

Tenders are reffered to the specification for Hoarding before pricing the following items:

The following temporary hoarding shall be erected in sections as required and removed on instruction of the Principal Agent.

Section No. 1


Bill No. 1

Alterations

3


BTK606


The erected hoarding is to be maintained in a condition acceptable to the Principal Agent throughout the duration of the contract.

On completion of this contract, the hoarding must be handed over to the main contractor.

0.5mm Galvanized IBR sheeting including priming and painting to an approved colour, 2,40m high fixed to and including 51 x 76mm sawn South African Pine top, middle and bottom rails with 150mm diameter trimmed gumpole posts at 3000mm centres, fixed into movable concrete bases, including all vehicular and pedestrian access gates.

1

m 294

Carefully take down and re-erect hoarding (previosuly measured) where instructed, comprising painted IBR sheeting, etc., including making good paintwork, etc.

2

m 294

Carefully take down and remove IBR hoarding (previously measured).

3m 342

Shade cloth hoarding, 2.8m high, fixed to and including 51 x 76mm sawn South African Pine top, middle and bottom rails with 150mm diameter trimmed gumpole posts at 3000mm centres, fixed into movable concrete bases including all vehicular and pedestrian access gates.

4

m 147

Carefully take down and re-erect hoarding (previosuly measured) where instructed, comprising shade cloth hoarding, etc., including making good where necessary, etc.

5

m 147

Carefully take down and remove shade cloth hoarding (previously measured)..

6m 147

Drywall barrier of galvanised steel channel section rails and studs covered on one side (Outside) with 12,7mm Gypsum plasterboard and finished with two (2) coats interior quality PVA emulsion paint, including corners, ends, access doors etc. (Merchandising will be applied to the barrier) Remove after completion.

7

m² 165

Carefully take down and re-erect hoarding (previosuly measured) where instructed, comprising drywall hoarding, etc., including making good where necessary, etc.

8

m 165

Carefully take down and remove drywall hoarding (previously measured).

9m 165

Section No. 1


Bill No. 1

Alterations

4


BTK606


DEMOLITIONS

Demolish and remove:

Gut complete exisitng L-shaped single storey building (BLOCK T), size overall approximately 44,103mm x 28,075mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, to include roof sheeting and structural roof members complete, include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 101.01 Rev A.

10

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK M) size overall approximately 47,407mm x 14,084mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 101.01 Rev A.

11

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK N) size overall approximately 47,400mm x 14,066mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 101.01 Rev A.

12

No 1

REMOVAL OF EXISTING WORK

Breaking up and removing concrete components,etc, carting away broken material and making good surface to receive new surface.

Steps, etc.13 m³ 6

650mm High x 2200mm wide x 1080mm long reinforced concrete staircases attached to loading bay platform, executed complete.

14

No 3

Concrete plinths, bases, etc.15 m³ 6

200mm Thick aprons, paving, etc.16 m² 15

Surface beds.17 m³ 2 204

Slabs.18 m³ 12

Section No. 1


Bill No. 1

Alterations

5


BTK606


Beams.19 m³ 9

Breaking down and removing brickwork, etc.:

Half brick walls.20 m² 72

One brick walls.21 m² 36

Chasing 50mm wide into brickwork.22 m² 438


Taking out and removing sundry metalwork:

Steel single door frame for door size 813mm x 2032mm high in one brick wall.

24No 15

Ditto, but for double door, size approximately 1500 x 2032mm.

25No 6

Taking out and removing doors, windows, etc., from brickwork:

Timber single door and frame, size 813 x 2032mm high overall from one brick wall including all ironmongery, etc.

26No 12

Timber double door and frame, size 1800 x 2032mm high overall from one brick wall including all ironmongery, etc.

27

No 3

Steel windows including glazing not exceeding 2.5m2.28 No 24

Ditto, exceeding 2.5m2 but not exceeding 5m2.29 No 9

Airbricks.30 No 18

Take out and remove doors, windows, sills, etc and build up openings in brick walls including making good cement plaster on both sides (making good paintwork elsewhere) :

Timber single leaf door and steel frame 813 x 2032mm high overall from one brick wall.

31No 6

Ditto but steel door and frame.32 No 3

Timber double leaf door and steel frame 1800 x 2032mm high overall from one brick wall.

33No 6

Take out and remove doors, windows, sills, etc and build up openings in brick walls including making good face brickwork on one side and cement plaster on other side (making good paintwork elsewhere) :

Timber single leaf door and frame 813 x 2032mm high from one brick wall.

34No 12

Section No. 1


Bill No. 1

Alterations

6


BTK606


Ditto, but steel door and frame. 35 No 6

Glazed steel windows not exceeding 2,5m² from one brick wall.

36No 138

Ditto, exceeding 2,5m² but not exceeding 5m².37 No 12

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

Plasterboard ceilings including cornices from brandering, preparing branders for new, etc. (New elsewhere)

38m² 776

Acoustic tile suspended ceilings, including cornices, suspension grid, hangers, etc.

39m² 60

Drywall partitions upt to 3m high, including doors, glazed borrowed lights, etc.

40m 45

Take out and remove fitted joinery fittings, etc.:

Timber floor unit, size approximately, 1100mm high x 600mm deep, including bearers, cleats, shelves, doors and countertops.

41

m 3

Taking out and removing sundry joinery work:

75mm Timber skirtings from brickwork.42 m 620

Hacking up/off and removing floor and wall tile finishes, including removing mortar bed or backing:

Ceramic tiles from walls including preparing wall surface for new finish.

43m² 710

Ceramic tiles from floor including preparing floor surface for new finish.

44m² 36

CUTTING THROUGH FLOORS AND CEILINGS

Chasing 50mm wide x 40mm deep into concrete surface beds.

45m 144


46m 108

CORE DRILLING, PENETRATIONS, OPENINGS, ETC.

Core drilling through exisitng reinforced concrete slabs, floors, etc., with and including making good surrounding finish:

Core drill 50mm diameter opening.47 No 15

Ditto, but opening size approximately 100mm diameter.48 No 9


Section No. 1


Bill No. 1

Alterations

7


BTK606


Removal of roof coverings, structure, etc.:

Metal sheet vertical or horizontal cladding including all fixings, framework, etc.

50m² 300

Metal sheet profiled bargeboard including all fixings, framework, etc.

51m 144

Metal sheet profiled bullnose including all fixings, framework, etc.

52m 72

Gutters, and Down pipes etc.53 m 258

BUILDING UP OPENINGS

Close up opening in one brick wall in patches including all cutting of toothing and bonding in new brickwork, propping, making good to existing finishes, etc.:



CREATING OPENINGS IN EXISTING WALLS

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

813mm Wide x 2032mm opening for single door and frame.

56No 12

Breaking out for and forming openings through brick walls including necessary precast concrete lintels and making good plaster on both sides and into reveals and with concrete thresholds with steel trowelled finish and building in frames and new doors, making good plaster on one side and reveals, face brickwork on other side (paintwork elsewhere):

1788mm Wide x 2120mm opening for double door and frame including face brick to external facade.

57No 6

4000mm Wide x 3200mm opening for roller shutter door and frame including face brick to external facade.

58No 3

PREPARATORY WORK TO EXISTING SURFACES

Cutting out joints of existing brickwork to receive plaster.59 m² 165

Clean and apply cement mixture (1 part water + 3 parts cement) to existing facebrick surface to receive new plaster (Measured elsewhere).

60

m² 90

Section No. 1


Bill No. 1

Alterations

8


BTK606


Hack out brickwork and cut toothing to bond new half brickwall to existing brickwork.

61m 69

Hack out brickwork and cut toothing to bond new one brickwall to existing brickwork.

62m 108

MAKING GOOD OF FINISHES, ETC

Make good existing mortar joints in brickwork by re-jointing and pointing in cement mortar between existing brick joints to an average depth of 15mm (provisional).

63

m 42

Rake out existing mortar to a depth of 15mm around 20mm diameter overflow pipe and point in new mortar.

64No 33

Making good cement screeds:

Floors where half brick walls removed.65 m 24

Floors where one brick walls removed.66 m 12

Making good internal cement plaster:

Walls in patches.67 m² 117

Walls where one brick walls removed.68 m² 192

Sundries:

Remove stop ends, clean and realign existing galvanised sheet iron gutters including making good any defective joints to junction of new and existing gutters from addition (measured elsewhere).

69

No 30

Section No. 1


Bill No. 1

Alterations

9


BTK606

Amount

ALTERATIONS

SECTION NO. 1


BILL NO. 1

Page No

COLLECTION

1Brought Forward from Page

2

3

4

5

6

7

8

9

Section No. 1

Carried To Section Summary R

Bill No. 1

Alterations

10


BTK606


EARTHWORKS

SECTION NO. 1


BILL NO. 2


BT Block T

BM Block M

BN Block N



EXCAVATION OTHER THAN BULK

Excavate in earth not exceeding 2m deep below filled, reduced or formed ground level for:

Reduced levels under floors1 m³ 8

Holes for column bases, etc.2 m³ 6

Ground beams, footings, etc.3 m³ 13

Ground beams, footings (in confined spaces).4 m³ 153

Channel, ducts, etc.5 m³ 9

Excavate in earth exceeding 2m and not exceeding 4m deep below filled, reduced or formed ground level for:


Extra over excavation in earth for excavation in:

Soft rock.7 m³ 19

Hard rock.8 m³ 10

In concrete.9 m³ 9

Allow for the risk of collapse to sides of excavations in earth for:

Trench and hole excavations not exceeding 1,5m deep.10 m² 281

Section No. 1


Bill No. 2

Earthworks

11


BTK606


CARTING AWAY

Extra over all excavations for loading, carting and dumping surplus excavated material (no allowance made for increase in bulk):

Off site to a dumping site to be located by the Contractor.

11 m³ 90

EARTH FILLING, ETC.

Filling with selected material from the excavations (stock piled on site) and compacted in 150mm thick layers to a density of at least 93% Mod. AASHTO maximum density at +/- 1% OMC for:

Filling under holes, etc.12 m³ 15

Filling with selected material from the excavations and compacted in 150mm thick layers to a density of at least 95% Mod. AASHTO maximum density for:

Backfilling to trenches, holes, etc. 13 m³ 108

Filling with approved material supplied and carted onto site by the Contractor, compacted to a density of at least 95% Mod. AASHTO maximum density in:

150mm Thick sub-base layer of G7 material under surface beds, etc.

14m³ 98

Surface Preparation:

Compaction of ground surface, including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod. AASHTO density.

15

m² 2 060

KEEPING EXCAVATIONS FREE OF WATER

Allow for keeping excavations free of all water, mud, etc. by hand or machinery.

16Item

Soil Poisoning:

Treat base course with an approved insecticide including forming and poisoning shallow furrows against foundation walls, etc. filling in furrows and ramming, all in accordance with the manufacturer's instructions.

17

m² 2 213

Section No. 1


Bill No. 2

Earthworks

12


BTK606

Amount

EARTHWORKS

SECTION NO. 1


BILL NO. 2

Page No

COLLECTION


12

Section No. 1


Bill No. 2

Earthworks

13


BTK606


CONCRETE, FORMWORK AND REINFORCEMENT

SECTION NO. 1


BILL NO. 3


BT Block T

BM Block M

BN Block N



SUPPLEMENTARY PREAMBLES

All work must be done in accordance to SABS 1200 and the structural engineers specifications.

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.

Section No. 1


Bill No. 3

Concrete, Formwork And Reinforcement

14


BTK606


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

10MPa/19mm Concrete in:

Surface blinding under footings and bases.1 m³ 12

Mass concrete under bases.2 m³ 6

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

25 MPa/19mm Concrete in:

Strip footings (in confined spaces).3 m³ 111

Ground beams.4 m³ 6

Raft foundations.5 m³ 12

Bases.6 m³ 6

Plinth.7 m³ 15

Floor channels.8 m³ 3

Floor slabs.9 m³ 300

Apron slabs to falls.10 m³ 33

Ramps.11 m³ 9

REINFORCED CONCRETE


Concrete infill to cavity.12 m³ 13

Stairs, landings, stair beams, etc.13 m³ 15

Slabs including beams and inverted beams.14 m³ 18

Roof slabs.15 m³ 6

Beams.16 m³ 14


Columns.17 m³ 9

Section No. 1


Bill No. 3


15


BTK606


CONCRETE SUNDRIES

Test blocks:

Allow for making a set of three concrete test cubes in accordance with section 7 of SABS 1200G and sending to an approved testing authority for testing and paying all charges in connection therewith.

18

Sets 92

Finishing top surfaces of concrete smooth with a steel float to:

Surface beds laid in panels.19 m² 53

Apron slab laid in panels to falls.20 m² 219

Slabs.21 m² 53

Finishing top surfaces of concrete smooth with a wood float to:

Surface beds laid in panels. (accuracy 1).22 m² 2 007

Slabs (accuracy 1).23 m² 72

Grooves, channels, mortices, sinkings, etc. in concrete:

Thicken out edge of 85mm thick apron slab to a total thickness of 150mm and for a width of 250mm including one splayed side, all necessary excavation, surface preparation, additional concrete and formwork (formwork to exposed edges elsewhere measured).

24

m 147

Thicken out 170mm thick surface bed to a total thickness of 250mm and for a width of 760mm including one splayed side, all necessary excavation, surface preparation, additional concrete and formwork (formwork to exposed edges elsewhere measured).

25

m 219

20mm Diameter high tensile steel dowel bar 800mm long including drilling hole in existing concrete slab edge and grouting in with and including 'ABE Epidermix 395' epoxy adhesive.

26

No 48

25 MPa Non-shrink grout in:

Bedding approximately 50mm thick under 200 x 200mm base plate including chamfered edges all round, formwork, etc.

27

No 126

ROUGH FORMWORK (DEGREE OF ACCURACY II)

Rough Formwork to Sides of:

Ground beams.28 m² 66

Section No. 1


Bill No. 3


16


BTK606


Upstand beams.29 m² 35

Square or rectangular stub columns in foundations.30 m² 55

Sloping and stepped outer edges of stairs not exceeding 300mm high extreme.

31m 24

Edges, risers, ends and reavels not exceeding 300mm high or wide.

32m 411

Edges exceeding 300mm high.33 m² 18

Rough Formwork to Soffits of:

Slabs propped up exceeding 3.5m and not exceeding 5m high.

34m² 53

Slabs propped up exceeding 5m and not exceeding 6.5m high.

35m² 30

Slabs exceeding 250mm and not exceeding 500mm thick, propped up exceeding 1.5m and not exceeding 3.5m.

36

m² 15

Ditto, but propped up exceeding 3.5m and not exceeding 5m high.

37m² 24

Landing slabs.38 m² 12

Raking soffit of stairs.39 m² 18

SMOOTH FORMWORK (DEGREE OF ACCURACY 1)

Smooth formwork to sides of:

Square or rectangular columns exceeding 3.5m high but not exceeding 6.5m high.

40m² 9

MOVEMENT JOINTS, ETC.

10mm Thick isolation joint between concrete surface bed and walls or kerbs, filled in with 'Jointex' not exceeding 300mm high.

41

m 294

6mm Thick expansion joint between concrete slabs filled in with 'Jointex' not exceeding 300mm high including tacking to existing slab edge.

42

m 219

10mm Thick expansion joint in surface beds filled in with 'Jointex' not exceeding 300mm high including rounding top edges of joint to 3mm radius.

43

m 106


44

m 165

Section No. 1


Bill No. 3


17


BTK606


Machine cut open joint 3mm wide x 30mm deep in top of concrete surface bed including short lengths, etc.

45m 146

Toggle construction joint in 170mm thick concrete surface bed including all necessary formwork to edge, etc.

46

m 72

CONCRETE SUNDRIES

Stensons 'Tile Red Ferrafloor' methalic floor hardener at 13kg/m2 to surface bed area.

47m² 150

REINFORCEMENT

Mild steel reinforcement to structural concrete work in:

8mm Diameter bars.48 Tonnes 4,00





High tensile steel reinforcement to structural concrete work in:







Fabric reinforcement:

Type 193 fabric reinforcement in concrete surface beds, slabs, etc.

59m² 53


60m² 4 014

Section No. 1


Bill No. 3


18


BTK606

Amount


SECTION NO. 1


BILL NO. 3

Page No

COLLECTION


15

16

17

18

Section No. 1


Bill No. 3


19


BTK606


MASONRY

SECTION NO. 1


BILL NO. 4


BT Block T

BM Block M

BN Block N



BRICKWORK IN FOUNDATIONS

Brickwork of NFX bricks (14 MPa nominal compressive strength) in Class I mortar in:



BRICKWORK IN SUPERSTRUCTURE


Half brick wall.3 m² 300

Half brick wall in lining to concrete.4 m² 90

One brick wall.5 m² 597

330mm Cavity wall formed of two half brick skins tied together with and including wire ties.

6m² 331

Piers.7 m³ 30

BRICKWORK SUNDRIES

Closing 50mm cavity of hallow wall horizontally with brickwork one brick wide at top of soffit for one course.

8m 144

Ditto, but on raking.9 m 40

Section No. 1


Bill No. 4

Masonry

20


BTK606


Joint forming material in movement joints:

10mm Thick bitumen impregnated softboard expansion joint filling, built in vertically as the work proceeds, including all cutting and waste.

10

m² 366

10mm Thick 'Jointex' expansion joint filling not exceeding 300mm wide, built in vertically as the work proceeds, including all cutting and waste.

11

m 732

Brickwork reinforcement:

75mm Wide reinforcement built in horizontally.12 m 9 540


Galvanised hoop iron cramps, ties, etc.:

2mm Thick galvanised hoop iron tie 38 x 750mm long with one end shot pinned to concrete and the other end built into brickwork.

14

No 294

'Fabcon' prestressed fabricated lintels:

110 x 75mm Lintels in lengths not exceeding 3m.15 m 120

Pair of 110 x 75mm Lintels in lengths not exceeding 3m.16 m 75

FACE BRICKWORK

Face bricks (Allow a Prime Cost Amount of R4000,00/1000 NETT delivered to site) pointed with recessed horizontal and vertical joints as the work proceeds:

Extra over stock brickwork for facings in stretcher bond and pointing.

17m² 956

Extra over brickwork for brick-on edge header course lintel in 280mm cavity wall pointed on face.

18m 25

Extra over brickwork for 230mm wide projecting sill set sloping composed of one course of facings on edge, pointed on top, front edge and narrow projecting soffit including splay cutting, etc.

19

m 101

Bagging of 1:3 cement and sand mixture on:

Brick surfaces.20 m² 135

Section No. 1


Bill No. 4

Masonry

21


BTK606

Amount

MASONRY

SECTION NO. 1


BILL NO. 4

Page No

COLLECTION


21

Section No. 1


Bill No. 4

Masonry

22


BTK606


WATERPROOFING

SECTION NO. 1


BILL NO. 5


BT Block T

BM Block M

BN Block N



DAMPROOFING OF WALLS AND FLOORS

One layer of 375 micron 'Consol Plastics Brickgrip DPC' embossed damp proof course sealed at all edges and junctions:

Laid horizontally and built under walls, cills, etc.1 m² 558

One layer of 250 micron 'Consol Plastics USB Green' waterproof sheeting sealed at laps with 'Gunplas Pressure Sensitive Tape':

Laid on filling to receive concrete surface bed and maintaining in position during concreting.

2m² 2 060

WATERPROOFING OF CORRUGATED ROOFS:

Prepare existing corrugated iron roof sheeting and prime with ABE water based metal etch primer and apply "A.B.E. super laycryl" liquid waterproofing compound including approved saturation membrane, all in strict accordance with the manufacturers instructions, to corrugated roof sheeting for the sealing of joints, laps and roofing screws.

3

m² 2 703

Section No. 1


Bill No. 5

Waterproofing

23


BTK606


WATERPROOFING TO ROOFS, BASEMENT, ETC.

The Contractor shall allow in his rates for testing the waterproofing for water tightness by ponding the waterproofed surfaces for a period of at least 48 hours before application of the protection layer. Should any leaks occur the contractor shall remedy them at his own expense.

The Contractor shall furnish and lodge a 10 year maintenance-free waterproofing guarantee for all the waterproofing.

Prime and apply 4mm thick 'Derbigum SP' torch on fully bonded waterproofing membrane laid strictly in accordance with the manufaturer's instruction with 75mm side laps and 100mm end laps including all cutting and waste to:

On floors, channels, etc.4 m² 72

On screeded roof slabs to falls.5 m² 245

On vertical parapet walls, etc.6 m² 111

Flashing strip 150mm girth at turn-ups including sealing top edge into groove with mastic sealant.

7m 200

PROTECTIVE DRESSING AND PAINT

Two coats bituminous aluminium paint on:

Waterproofing to roofs, beams etc.8 m² 357

JOINT SEALANTS, ETC.

'ABE Flexothane G' two part polyurethane sealing compound including priming surfaces, backing strips, etc. all in accordance with the manufacturer's instructions to:

10 x 10mm expansion joints in floors including raking out expansion joint filler as necessary.

9m 294


10m 197

10 x 10mm isolation joints between surface beds and walls, columns, etc. including raking out expansion joint filler as necessary.

11

m 108

'Duraflex 2' component epoxy polysulphide sealant including priming surfaces, backing strips, etc. all in accordance with the manufacturers specification:

6 x 35mm thick vertical expansion joint in floors including raking out filler as necessary.

12m 69

Section No. 1


Bill No. 5

Waterproofing

24


BTK606


'Pro-Struct 748', non-moving epoxy joint sealant including cutting all existing concrete in the sub-base through the epoxy/polyurethane flooring system (elsewhere measured).

3 x 30mm Saw cut joints in floors.13 m 192

Section No. 1


Bill No. 5

Waterproofing

25


BTK606

Amount

WATERPROOFING

SECTION NO. 1


BILL NO. 5

Page No

COLLECTION


24

25

Section No. 1


Bill No. 5

Waterproofing

26


BTK606


ROOF COVERINGS

SECTION NO. 1


BILL NO. 6


BT Block T

BM Block M

BN Block N



Guarantees

Roof sheeting shall be laid in strict accordance with the manufacturer's specification by an approved contractor. A written and approved five year guarantee for workmanship and watertightness shall be issued after final inspection of the roofs by the manufacturer of the sheeting.

PROFILED METAL SHEETING AND ACCESSORIES

Flashings shall be manufactured from Chromadeck Zincalume AZ150 0.53mm coated steel with finishing to both sides (as above) and fixed by way of S10 brackets or, Sliding brackets at apex where roof sheets are 30m or longer, all in strict accordance with manufacturer’s specification.:

Roof covering with pitch not exceeding 25 degrees.1 m² 1 352

Labour bending down ends of roof sheeting.2 m 144

Section No. 1


Bill No. 6

Roof Coverings

27


BTK606


SHEET METAL FLASHINGS, LININGS, COPINGS, ETC.


Headwall flashing 375mm girth including counter flashing 185mm girth, stop ending sheeting and broad flute polycloser.

3

m 72

Corner trim 550mm girth at external angle fixed along both edges to vertical sheeting.

4m 58

Gable flashing 550mm girth, fixed along sheeting at 200mm centres.

5m 48

Valley flashing 550mm girth, fixed along sheeting at 200mm centres.

6m 40

Gutter flashing size overall 152mm girth and two times bent.

7m 144

Drip flashing size overall 231mm girth and three times bent.

8m 144

Ridge capping 500mm girth fixed to roof sheeting including flush stop ending sheeting, polyclosers and broad flute metal closers on both sides.

9

m 78

ROOF INSULATION

Non Combustible, lightweight "Factorylite" building insulation with reinforced foil face to both sides:

100mm Thick roof insulation laid taut over purlins including galvanised straining wire at 300mm centres and with overlapping foil edges to be stapled together, all in accordance with the manufacturer's specifications.

10

m² 2 724

RAINWATER DISPOSAL

2mm thick Galvanised mild steel:

300 x 125mm Deep gutter.11 m 195

125mm diameter rainwater downpipe.12 No 123

Extra over 125mm diameter cut out for and including outlet.

13No 26

Extra over gutter for stopped ends.14 No 28

Section No. 1


Bill No. 6

Roof Coverings

28


BTK606


Extra over 125mm diameter rainwater downpipe for shoe.

15No 26

Extra over 125mm diameter rainwater downpipe for 90 degree bend.

16No 24

Apply one prime coat of Plascon epoxy tar EPD100, second coat of EPD112 and final coat EPD100, applied to a thickness of 90 microns or similar to SANS 1200H system index 080, in strict accordance with the manufacturer's instructions to:

Inside of gutters.17 m² 165

BUDGETARY ALLOWANCE

Allow the Budgetary Allowance of R 5000,00 (Five Thousand Rand) for Full Bores to Plant Rooms to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

18

Item 005 000

Section No. 1


Bill No. 6

Roof Coverings

29


BTK606

Amount

ROOF COVERINGS

SECTION NO. 1


BILL NO. 6

Page No

COLLECTION


28

29

Section No. 1


Bill No. 6

Roof Coverings

30


BTK606


CARPENTRY AND JOINERY

SECTION NO. 1


BILL NO. 7


BT Block T

BM Block M

BN Block N



DOORS

40mm Thick hollow core timber door suitable for painting hung to steel frames (elsewhere).

Door, size 813 x 2032mm high.1 No 12

40mm Thick semi solid timber door faced one side with tempered masonite and the other side, suitable for painting and hung to steel frames (elsewhere).

Door size 813 x 2032mm high.2 No 18

Ditto, but double door size 1800 x 2032mm high.3 No 9

40mm Thick solid core flush panel timber door with with a core of solidly packed chipboard or timber strips with 3mm thick tempered masonite both sides and concealed edges, suitable for painting and hung to steel frames (elsewhere).



Section No. 1


Bill No. 7

Carpentry And Joinery

31


BTK606


IRONMONGERY

SECTION NO. 1


BILL NO. 8


BT Block T

BM Block M

BN Block N



P.C. AMOUNTS

Allow the Prime Cost Amount of R100 000.00 (One Hundred Thousand Rand) NETT, for Ironmongery, etc. supplied and delivered to site.

1

Item 00100 000

Allow for profit on above if required.2 Item

Take delivery, store and later fix complete the following ironmongery (Labour only):

Locks:

Cylinder lockset.3 No 51

Ditto, but including rebate conversion set.4 No 52

Handles:

Lever handles.5 Pairs 67

Push plates and kicking plates:

Kick plates.6 No 12

Push plates.7 No 12

BATHROOM FITTINGS

20mm Diameter chromium plated towel rail 600mm long including flanged end brackets plugged and screwed to wall.

8

No 6

Section No. 1


Bill No. 8

Ironmongery

32


BTK606


32mm Diameter stainless steel grab rail 600mm long twice bent with 5 x 75mm diameter flange welded at both ends three times holed for and rawl bolted to wall.

9

No 6

Chromium plated two roll toilet roll holder, plugged10 No 12

Soap dispenser, plugged11 No 6

Paper towel dispenser, plugged12 No 6

Chromium plated coat hook13 No 6

Sundries:

Padlocks.14 No 15

End of labour only items.

Section No. 1


Bill No. 8

Ironmongery

33


BTK606

Amount

IRONMONGERY

SECTION NO. 1


BILL NO. 8

Page No

COLLECTION


33

Section No. 1


Bill No. 8

Ironmongery

34


BTK606


METALWORK

SECTION NO. 1


BILL NO. 9


BT Block T

BM Block M

BN Block N



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.

SUNDRY STEELWORK

Slab bearing angles:

100 x 100 x 8mm Thick galvanised angle section mild steel bearer holed at 450mm centres and fixed with and including 16mm diameter rawl bolts to concrete.

1

m 180

Floor channels:

'Mentis RS40' Hot dipped galvanised storm water floor grating fully banded and formed of 50 x 4,5 bearers laid loose in framing.

2

m² 15


3

m² 45

30 x 30 x 5mm Thick galvanised angle section mild steel framing complete with 25 x 5mm thick x 100mm long fishtail lugs welded on at 500mm centres including casting into concrete.

4

m 18

Section No. 1


Bill No. 9

Metalwork

35


BTK606


40 x 40 x 5mm Thick galvanised mild steel angle section framing complete with 25 x 3mm thick x 100mm long fishtail lugs welded on at 400mm centres including casting into concrete beam.

5

m 12

STEEL HANDRAILS, BALUSTRADES, ETC

Welded handrails to:

Balustrade with 50mm internal diameter top and bottom rail filled in with 20mm round bar baluster and hollow mild steel post on 100 x 100x 5mm base plate fixed to floor with four of 10mm rowl bolts and 25mm diamter horizontal section.

6

m 75

Ditto, but sloping.7 m 30

PRESSED STEEL DOORS FRAMES

1,6mm Thick double rebated frame suitable for 115mm brick wall 1 and 1/2 x pair standard mild steel hinges and shock absorbers in rebate:


1,6mm Thick double rebated frames suitable for 230mm brickwall 1 and 1/2 x pair standard mild steel hinges and shock absorbers in rebate:


Door size 1800 x 2032mm high10 No 16

ROLLER SHUTTERS, ETC.

Manually operated slatted roller shutter door with powdercoated mild steel 75mm x 1mm thick interlocking slats with 2.5mm holes x 4mm pitch to form curtain of roller shutter door complete, with powdercoated mild steel channel framing, with and including 'T' section fitted to bottom rail of roller shutter door and accessories fixed in accordance with manufacuterer's specification.

Opening size 3000mm x 4500mm high.11 No 3

FIRE DOORS AND FRAMES

Standard SABS 'Class A' fire door to provide 1hr stability with Masonite finish both sides and two concealed edges suitable for painting, including 1,6mm thick mild steel double rebate frame to suit 280mm thick cavity wall and standard mild steel hinges and shock absorbers in rebate with and including all ironmongery.


Section No. 1


Bill No. 9

Metalwork

36


BTK606



PRESSED STEEL TRANSFORMER ROOM DOORS AND FRAMES

Standard high pressed mild steel transformer room door and frame unit, type H.V., including vent and vermin proofing, and fitted with the manufacturers standard ironmongery.factory primed with one coat red oxide undercoat:

Standard single leaf door and frame, Type HV, size overall 914 x 2438mm high.

14No 1

Standard double leaf door and frame, Type DV, size overall 1829 x 2438mm high.

15No 1

STEEL STRONGROOM DOORS, VENTILATORS, ETC.

Two Hour fire rated strongroom doors etc suitable for 230mm walls fixed to brickwork.

The following door shall be provided with two keys which shall not be delivered with the door, but are to be properly labeled and handed to the Principal Agent.

'Mutual Model DS - 70mm SABS CAT 2 ADM' or similar approved strongroom door and frame with a mass of 630kg size overall 1050 x 1950mm high, built into brickwork complete with ironmongery and doorstop.

16

No 2

Double ended strongroom ventilator.17 No 8

LOUVRES

Fixed Natural anodized aluminium ventilation louvre grill units plugged and screwed to brick walls with and including vermin proofing:

Louvres size 3300 x 450mm high.18 No 18




Section No. 1


Bill No. 9

Metalwork

37


BTK606

Amount

METALWORK

SECTION NO. 1


BILL NO. 9

Page No

COLLECTION


36

37

Section No. 1


Bill No. 9

Metalwork

38


BTK606


PLASTERING

SECTION NO. 1


BILL NO. 10


BT Block T

BM Block M

BN Block N



MAKING GOOD OF FINISHES, ETC.

Preparatory work to exisitng floors 'Pavelite' or similar approved, applied strictly in accordace with manufacturer's instructions:

On floors.1 m² 2 163

SCREEDS

Wood floated screeds on concrete:

25mm Thick on floors and landings.2 m² 156

25mm Thick on roofs to falls.3 m² 110

25mm Thick on treads and risers of stairs including reedings.

4m² 45

50mm Thick on floors.5 m² 2 163

75 x 75mm Triangular shaped fillet.6 m 366

Ditto, but size 100 x 100mm.7 m 120

EXTERNAL PLASTER

One coat cement plaster finished smooth with a wood float:

Brick vertical surfaces.8 m² 438

Plaster in patches.9 m² 180

In narrow widths.10 m² 15

Section No. 1


Bill No. 10

Plastering

39


BTK606


INTERNAL PLASTER

One coat cement plaster finished smooth with a steel trowel on:

Brick vertical surfaces.11 m² 1 536

One coat cement plaster and one coat gypsum plaster finished smooth with a steel trowel:

On brick vertical surfaces.12 m² 1 335

On concrete vertical surfaces.13 m² 90

On raking soffits of concrete stairs.14 m² 24

On soffits of landing slabs.15 m² 15


PLASTER SUNDRIES

Covings, skirtings, roundings, etc.:

1:3 Coved cement mortar rounding, at junction of walls (vertically), approximately 50 to 65mm radius all to smooth finish.

17

m 219

Ditto, but at junction of walls and ceilings.18 m 75

Ditto, but at junction of walls and floor and at approximately 100mm radius.

19m 36

Section No. 1


Bill No. 10

Plastering

40


BTK606

Amount

PLASTERING

SECTION NO. 1


BILL NO. 10

Page No

COLLECTION


40

Section No. 1


Bill No. 10

Plastering

41


BTK606


GLAZING

SECTION NO. 1


BILL NO. 11


BT Block T

BM Block M

BN Block N



MIRRORS, ETC:

6mm Silvered float glass copper backed mirrors with polished edges holed for and fixed with chromium plated dome capped mirror screws with rubber buffer to plugs in brickwork or concrete:

Mirror, size 600 X 1200mm high, with four chromium plated dome capped screws.

1No 12

BUDGETARY ALLOWANCES

Allow a budgetary allowance of R 150 000,00 (One Hundred and Fifty Thousand Rand) NETT, to repair exisitng windows to be used as directed by the Principal Agent and to be deducted as whole or in part if not required.

2

Item 00150 000

Section No. 1


Bill No. 11

Glazing

42


BTK606


PAINTWORK

SECTION NO. 1


BILL NO. 12


BT Block T

BM Block M

BN Block N



PAINT TO EXISTING WORK

Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed.

All cracks and crevices in timber shall be primed and filled with a suitable filler and finished smooth.

CLEANING DOWN OF EXISTING FACEBRICK

Prepare and apply "Mortar Lift" or equal approved product and wash down with a high pressured water hose to:

External face brickwork.1 m² 1 026

Ditto, but internally. 2 m² 1 026

EXTERNAL WALLS, CEILINGS, ETC

Prepare as specified and apply one coat of fillercoat to newly plastered areas, apply two finishing coats acrylic PVA paint on:

Plastered walls, columns, fins etc.3 m² 2 553

Plastered cills.4 m² 90

Plastered soffits.5 m² 285

Concrete lintols.6 m² 492

Section No. 1


Bill No. 12

Paintwork

43


BTK606


ON METAL.

Spot priming and defects in pre-primed surfaces with 'Plascon Namelocate Synthetic Metal' and apply one coat 'Plascon Merit Universal Undercoat' and two coats 'Plascon Super Universal Enamel' paint on steel:

On door frames.7 m² 48

On Windows (both sides measured).8 m² 666

Burglar bars.9 m² 666

Louvres.10 m² 126

150mm diameter steel pipe.11 m² 108

Prepare surfaces and remove all loose material, dust, grease, salts and contamination with degreaser, rinse and apply one coat undercoat and two coats 'Plascon Roof Paint' (Colour TBA) high gloss enamel paint on steel on:

Roof sheeting.12 m² 1 710

Gutters, downpipes etc.13 m² 189

ON WOOD

Stop, fill, sand down and prepare wood surfaces and apply one coat wood primer, one coat universal undercoat and two coats matt polyurethene enamel paint on:

Doors.14 m² 180

PAINT TO NEW WORKS ETC

ON CONCRETE

Prepare concrete surface to remove laitance and provide a key, prime prepared areas with 'Pro-Struct 639', reprime 'dry' spots and apply 'Stonlux' SL/SA, self smoothing epoxy screed to a nominal thickness of 4mm all in accordance to the manufacture's detailed specification as supplied by 'Stonecor Africa (Pty) Ltd' (011) 254-5500 on:

Floors.15 m² 53

Section No. 1


Bill No. 12

Paintwork

44


BTK606


ON FLOATED PLASTER

Prepare and apply one coat approved primer, stop and apply two coats high gloss enamel paint applied in strict accordance with the manufacturers instructions on:

Plastered walls.16 m² 1 536

Ditto, but columns.17 m² 30


Ditto, but raking soffits and sides.19 m² 18

Coved roundings at junctions of walls (vertical) not exceeding 300mm girth.

20m 102


One coat alkali resistance primer, one coat superior quality acrylic emulsion paint for interior and exterior use and one coat pure acrylic smooth ripple paint applied with a stipple roller on:

Plastered walls22 m² 96

Prepare and apply one coat approved primer, stop and apply two coats, epoxy paint applied in strict accordance with the manufacturers instructions on:

Plastered walls.23 m² 165

ON PLASTERBOARD

Prepare and apply one coat of Plascon Merit Plaster primer, stop and apply two coats Plascon Double Velvet (Vel)paint on:

Partitions.24 m² 180

Ceilings and bulkheads.25 m² 1 112

ON METAL

Prepare surfaces and remove all loose material, dust, grease, salts and contamination with degreaser, rinse and apply one coat red oxide metal primer, one coat universal undercoat and two coats matt polyurethane enamel on:

Pressed steel door frames.26 m² 75

Section No. 1


Bill No. 12

Paintwork

45


BTK606


Spot priming defects in pre-primed surfaces with one coat calcium plumbate primer, one coat universal undercoat and two finishing coats Alkyd base enamel paint to Architects colour specification on:

Structural steel members.27 Tonnes 30,00

Prepare and apply one coat intumescent paint on:


Prepare surfaces and remove all loose material, dust, grease, salts and contamination with degreaser, rinse and apply two coats Promorust and one coat universal undercoat and two coats Prosab Gloss enamel paint on:

Mesh screens, grilles, gates, balustrading, etc.29 m² 72



ON WOOD


Doors.31 m² 273

Section No. 1


Bill No. 12

Paintwork

46


BTK606

Amount

PAINTWORK

SECTION NO. 1


BILL NO. 12

Page No

COLLECTION


44

45

46

Section No. 1


Bill No. 12

Paintwork

47


BTK606

Amount

SECTION NO. 1


SECTION SUMMARY

Bill No.

Page

101 ALTERATIONS

132 EARTHWORKS

193 CONCRETE, FORMWORK AND REINFORCEMENT

224 MASONRY

265 WATERPROOFING

306 ROOF COVERINGS

317 CARPENTRY AND JOINERY

348 IRONMONGERY

389 METALWORK

4110 PLASTERING

4211 GLAZING

4712 PAINTWORK

Section No. 1

Carried to Final Summary R

SECTION SUMMARY

48


BTK606


ALTERATIONS

SECTION NO. 2


BILL NO. 1


BL Block L

BO Block O

BS Block S



VISIT TO SITE


WORK AND MATERIALS




DEMOLITIONS



Section No. 2


Bill No. 1

Alterations

49


BTK606


WATER, ETC.






MAKING GOOD




Section No. 2


Bill No. 1

Alterations

50


BTK606


PULLING DOWN




BUILDING IN






HOARDING



Section No. 2


Bill No. 1

Alterations

51


BTK606





1

m 225


2

m 225


3m 281


4

m 113


5

m 113


6m 113


7

m² 126


8

m 126


9m 126

Section No. 2


Bill No. 1

Alterations

52


BTK606



Gut complete exisitng rectangular shaped single storey building (BLOCK L) size overall approximately 47,400mm x 12,660mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 201.02 Rev A.

10

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK O) size overall approximately 47,400mm x 13,030mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 201.02 Rev A.

11

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK S) size overall approximately 15,080mm x 11,650mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing no. 21363 00 – 201.02 Rev A.

12

No 1

Break up and remove:

80 x 150mm Concrete kerbs and haunching.13 m 5

Bituminous premix road surfacing including layerworks to a depth of 300mm deep.

14m² 10

Brick pavers including sub base.15 m² 14



Steps, etc.16 m³ 5


17

No 2


Section No. 2


Bill No. 1

Alterations

53


BTK606




Slabs.21 m³ 7

Beams.22 m³ 7








27No 12


28No 5



29No 9


30

No 2



Airbricks.33 No 14



34No 5



36No 5


37No 3

Section No. 2


Bill No. 1

Alterations

54


BTK606





39No 9



41No 106




43m² 69


44m² 46


45m 35



46

m 2





48m² 18


49m² 28



50m 110


51m 83

Section No. 2


Bill No. 1

Alterations

55


BTK606









55m² 345


56m 46


57m 58









61No 9



62No 5

Section No. 2


Bill No. 1

Alterations

56


BTK606



63No 2



Clean and apply cement mixture ( 1 part water + 3 parts cement) to existing facebrick surface to receive new plaster (Measured elsewhere).

65

m² 69


66m 53


67m 83



68

m² 32


69No 25







Sundries:


74

No 23

Section No. 2


Bill No. 1

Alterations

57


BTK606

Amount

ALTERATIONS

SECTION NO. 2


BILL NO. 1

Page No

COLLECTION


50

51

52

53

54

55

56

57

Section No. 2


Bill No. 1

Alterations

58


BTK606


EARTHWORKS

SECTION NO. 2


BILL NO. 2


BL Block L

BO Block O

BS Block S













Soft rock.7 m³ 21

Hard rock.8 m³ 12

In concrete.9 m³ 7



Section No. 2


Bill No. 2

Earthworks

59


BTK606


CARTING AWAY



11 m³ 116

EARTH FILLING, ETC.







14m³ 222



15

m² 1 736



16Item

Soil Poisoning:


17

m² 1 991

Section No. 2


Bill No. 2

Earthworks

60


BTK606

Amount

EARTHWORKS

SECTION NO. 2


BILL NO. 2

Page No

COLLECTION


60

Section No. 2


Bill No. 2

Earthworks

61


BTK606



SECTION NO. 2


BILL NO. 3


BL Block L

BO Block O

BS Block S





Cost of tests:


Formwork:




Section No. 2


Bill No. 3


62


BTK606












Bases.6 m³ 5

Plinth.7 m³ 11




Ramps.11 m³ 7

REINFORCED CONCRETE





Roof slabs.15 m³ 17

Beams.16 m³ 34


Columns.17 m³ 7

Section No. 2


Bill No. 3


63


BTK606


CONCRETE SUNDRIES

Test blocks:


18

Sets 74




Slabs.21 m² 106






24

m 113


25

m 168


26

No 37



27

No 97




Section No. 2


Bill No. 3


64


BTK606





31m 18


32m 315




34m² 197


35m² 23


36

m² 12


37m² 18






40m² 7



41

m 225


42

m 168


43

m 75


44

m 126

Section No. 2


Bill No. 3


65


BTK606



45m 55


46

m 55

CONCRETE SUNDRIES


47m² 115

REINFORCEMENT
















59m² 197


60m² 3 077

Section No. 2


Bill No. 3


66


BTK606

Amount


SECTION NO. 2


BILL NO. 3

Page No

COLLECTION


63

64

65

66

Section No. 2


Bill No. 3


67


BTK606


MASONRY

SECTION NO. 2


BILL NO. 4


BL Block L

BO Block O

BS Block S











One brick wall.5 m² 889


6m² 12

Piers.7 m³ 23

BRICKWORK SUNDRIES


8m 9


Section No. 2


Bill No. 4

Masonry

68


BTK606




10

m² 281


11

m 561






14

No 225




FACE BRICKWORK



17m² 838


18m 31

Extra over brickwork for 230mm wide projecting sill set sloping composed of one course of facings on edge, pointed on top, front edge and narrow projecting soffit including splay cutting, etc.

19

m 12



Section No. 2


Bill No. 4

Masonry

69


BTK606

Amount

MASONRY

SECTION NO. 2


BILL NO. 4

Page No

COLLECTION


69

Section No. 2


Bill No. 4

Masonry

70


BTK606


WATERPROOFING

SECTION NO. 2


BILL NO. 5


BL Block L

BO Block O

BS Block S








2m² 1 736



3

m² 1 923

Section No. 2


Bill No. 5

Waterproofing

71


BTK606










7m 174







9m 225


10m 191


11

m 83



12m 53

Section No. 2


Bill No. 5

Waterproofing

72


BTK606




Section No. 2


Bill No. 5

Waterproofing

73


BTK606

Amount

WATERPROOFING

SECTION NO. 2


BILL NO. 5

Page No

COLLECTION


72

73

Section No. 2


Bill No. 5

Waterproofing

74


BTK606


ROOF COVERINGS

SECTION NO. 2


BILL NO. 6


BL Block L

BO Block O

BS Block S



Guarantees



Roofing Cladding shall be a standing seam concealed fix profiled roof sheeting with transverse stiffener ribs roll-formed in continuous lengths from certified Chromadeck Zincalume , Klip Tite coated steel G550 0.53mm profile sheeting finished with a full top coat of silicone polyster and a half coat of grey to the reverse side (including resin coat) and fixed to steel purlins using KL700 clips and class 3 fasteners, in strict accordance with manufacturer’s specifications by an Approved Contractor. A written and approved five year guarantee of water-tightness shall be issued after approval of roofs by the manufacturer.

Roof covering with pitch not exceeding 25 degrees.1 m² 387


Section No. 2


Bill No. 6

Roof Coverings

75


BTK606





3

m 51


4m 41


5m 16


6m 32


7m 46


8m 32


9

m 12

ROOF INSULATION



10

m² 1 965

RAINWATER DISPOSAL





13No 22


Section No. 2


Bill No. 6

Roof Coverings

76


BTK606



15No 22


16No 18



BUDGETARY ALLOWANCE

Allow the Budgetary Allowance of R 20,000,00 (Twenty Thousand Rand) for Full Bores to Plant Rooms and Passage to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

18

Item 0020 000

Section No. 2


Bill No. 6

Roof Coverings

77


BTK606

Amount

ROOF COVERINGS

SECTION NO. 2


BILL NO. 6

Page No

COLLECTION


76

77

Section No. 2


Bill No. 6

Roof Coverings

78


BTK606



SECTION NO. 2


BILL NO. 7


BL Block L

BO Block O

BS Block S



DOORS









Section No. 2


Bill No. 7


79


BTK606


IRONMONGERY

SECTION NO. 2


BILL NO. 8


BL Block L

BO Block O

BS Block S



P.C. AMOUNTS

Allow the Prime Cost Amount of R100 000.00 (One Hundred Thousand Rand) NETT, for Ironmongery, etc. supplied and delivered to site.

1

Item 00100 000



Locks:



Handles:



Kick plates.6 No 9

Push plates.7 No 9

BATHROOM FITTINGS


8

No 5

Section No. 2


Bill No. 8

Ironmongery

80


BTK606



9

No 1





Sundries:

Padlocks.14 No 12


Section No. 2


Bill No. 8

Ironmongery

81


BTK606

Amount

IRONMONGERY

SECTION NO. 2


BILL NO. 8

Page No

COLLECTION


81

Section No. 2


Bill No. 8

Ironmongery

82


BTK606


METALWORK

SECTION NO. 2


BILL NO. 9


BL Block L

BO Block O

BS Block S






SUNDRY STEELWORK



1

m 138

Floor channels:


2

m² 12


3

m² 35


4

m 14

Section No. 2


Bill No. 9

Metalwork

83


BTK606



5

m 9




6

m 58














Section No. 2


Bill No. 9

Metalwork

84


BTK606






14No 2


15No 2





16

No 2


LOUVRES






Section No. 2


Bill No. 9

Metalwork

85


BTK606

Amount

METALWORK

SECTION NO. 2


BILL NO. 9

Page No

COLLECTION


84

85

Section No. 2


Bill No. 9

Metalwork

86


BTK606


PLASTERING

SECTION NO. 2


BILL NO. 10


BL Block L

BO Block O

BS Block S






SCREEDS


25mm Thick on floors and landings.2 m² 211



4m² 35




EXTERNAL PLASTER





Section No. 2


Bill No. 10

Plastering

87


BTK606


INTERNAL PLASTER









PLASTER SUNDRIES



17

m 168



19m 28

Section No. 2


Bill No. 10

Plastering

88


BTK606

Amount

PLASTERING

SECTION NO. 2


BILL NO. 10

Page No

COLLECTION


88

Section No. 2


Bill No. 10

Plastering

89


BTK606


GLAZING

SECTION NO. 2


BILL NO. 11


BL Block L

BO Block O

BS Block S



MIRRORS, ETC:



1No 9


Allow a budgetary allowance of R 150 000,00 (One Hundred and Fifty Thousand Rand) NETT, to repair exisitng windows to be used as directed by the Principal Agent and to be dedcted as whole or in part if not required.

2

Item 00150 000

Section No. 2


Bill No. 11

Glazing

90


BTK606


PAINTWORK

SECTION NO. 2


BILL NO. 12


BL Block L

BO Block O

BS Block S








External face brickwork.1 m² 786

Ditto, but internally. 2 m² 786







Section No. 2


Bill No. 12

Paintwork

91


BTK606


ON METAL.



On Windows (both sides measured).8 m² 511

Burglar bars.9 m² 133

Louvres.10 m² 97





ON WOOD


Doors.14 m² 347


ON CONCRETE


Floors.15 m² 197

Section No. 2


Bill No. 12

Paintwork

92


BTK606


ON FLOATED PLASTER







20m 78






ON PLASTERBOARD



Ceilings and bulkheads.25 m² 816

ON METAL



Section No. 2


Bill No. 12

Paintwork

93


BTK606









Roof sheeting.30 m² 345

Section No. 2


Bill No. 12

Paintwork

94


BTK606

Amount

PAINTWORK

SECTION NO. 2


BILL NO. 12

Page No

COLLECTION


92

93

94

Section No. 2


Bill No. 12

Paintwork

95


BTK606

Amount

SECTION NO. 2


SECTION SUMMARY

Bill No.

Page

581 ALTERATIONS

612 EARTHWORKS


704 MASONRY

745 WATERPROOFING

786 ROOF COVERINGS


828 IRONMONGERY

869 METALWORK

8910 PLASTERING

9011 GLAZING

9512 PAINTWORK

Section No. 2


SECTION SUMMARY

96


BTK606


ALTERATIONS

SECTION NO. 3


BILL NO. 1


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R



VISIT TO SITE


WORK AND MATERIALS




DEMOLITIONS



Section No. 3


Bill No. 1

Alterations

97


BTK606


WATER, ETC.






MAKING GOOD




Section No. 3


Bill No. 1

Alterations

98


BTK606


PULLING DOWN




BUILDING IN






HOARDING



Section No. 3


Bill No. 1

Alterations

99


BTK606





1

m 457


2

m 457


3m 572


4

m 228


5

m 228


6m 228


7

m² 257


8

m 257


9m 257

Section No. 3


Bill No. 1

Alterations

100


BTK606



Gut complete exisitng rectangular shaped single storey building (BLOCK E) size overall approximately 32, 873mm x 13, 425mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing.

10

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK D) size overall approximately 30,923mm x 13,000mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing.

11

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK F) size overall approximately 32, 908mm x 13, 410mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing.

12

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK K) size overall approximately 47., 500mm x 13, 000mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing.

13

No 1

Gut complete exisitng rectangular shaped single storey building (BLOCK R) size overall approximately 45, 600mm x 27, 000mm on plan, comprising of all internal structures: brickwork, parititions, ceiling, floor covering etc, and include Asbestos which must comply with all regulations, including sealing off all electrical, fire and plumbing services and making good facebrick of perimeter walls where necessary, all in accordance with the Architects drawing.

14

No 1

Section No. 3


Bill No. 1

Alterations

101


BTK606




Steps, etc.15 m³ 9


16

No 6




Slabs.20 m³ 61

Beams.21 m³ 14








26No 23


27No 9



28No 19


29

No 6



Airbricks.32 No 29

Section No. 3


Bill No. 1

Alterations

102


BTK606




33No 9



35No 9



36No 19



38No 216




40m² 141


41m² 93


42m 70



43

m 6





45m² 37

Section No. 3


Bill No. 1

Alterations

103


BTK606



46m² 1 204


47m 61


48m 45


49m 32


50m 24



51m 132


52m 99








56m² 703


57m 70


58m 104






Section No. 3


Bill No. 1

Alterations

104


BTK606





62No 19

1800mm Wide x 2032mm opening for double door and frame.

63No 2



64No 9


65No 6



67

m² 38


68m 29


69m 45



71

m² 20


72m 15


73m 24



Section No. 3


Bill No. 1

Alterations

105


BTK606



75

m² 82


76m 63


77m 99



78

m 66


79No 51







Sundries:


84

No 47

Section No. 3


Bill No. 1

Alterations

106


BTK606

Amount

ALTERATIONS

SECTION NO. 3


BILL NO. 1

Page No

COLLECTION


98

99

100

101

102

103

104

105

106

Section No. 3


Bill No. 1

Alterations

107


BTK606


EARTHWORKS

SECTION NO. 3


BILL NO. 2


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R













Soft rock.7 m³ 32

Hard rock.8 m³ 15

In concrete.9 m³ 13



Section No. 3


Bill No. 2

Earthworks

108


BTK606


CARTING AWAY



11 m³ 152

EARTH FILLING, ETC.







14m³ 159



15

m² 1 966



16Item

Soil Poisoning:


17

m² 3 497

Section No. 3


Bill No. 2

Earthworks

109


BTK606

Amount

EARTHWORKS

SECTION NO. 3


BILL NO. 2

Page No

COLLECTION


109

Section No. 3


Bill No. 2

Earthworks

110


BTK606



SECTION NO. 3


BILL NO. 3


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R





Cost of tests:


Formwork:



Section No. 3


Bill No. 3


111


BTK606













Bases.6 m³ 8

Plinth.7 m³ 22




Ramps.11 m³ 13

REINFORCED CONCRETE





Roof slabs.15 m³ 15

Beams.16 m³ 33

Section No. 3


Bill No. 3


112


BTK606



Columns.17 m³ 14

CONCRETE SUNDRIES

Test blocks:


18

Sets 145




Slabs.21 m² 126






24

m 228


25

m 342


26

No 75



27

No 197

Section No. 3


Bill No. 3


113


BTK606








31m 37


32m 642




34m² 126


35m² 47


36

m² 23


37m² 37






40m² 13


41

m 123


42

m 92


43

m 43

Section No. 3


Bill No. 3


114


BTK606



44

m 69


45m 52


46

m 31


47

m 65


48

m 49


49

m 25


50

m 37


51m 43


52

m 16



53

m 269


54

m 201


55

m 93


56

m 151

Section No. 3


Bill No. 3


115


BTK606



57m 96


58

m 67

CONCRETE SUNDRIES


59m² 235

REINFORCEMENT
















71m² 126


72m² 3 680

Section No. 3


Bill No. 3


116


BTK606

Amount


SECTION NO. 3


BILL NO. 3

Page No

COLLECTION


112

113

114

115

116

Section No. 3


Bill No. 3


117


BTK606


MASONRY

SECTION NO. 3


BILL NO. 4


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R











One brick wall.5 m² 1 053


6m² 47

Piers.7 m³ 47


8m 47


Section No. 3


Bill No. 4

Masonry

118


BTK606


BRICKWORK SUNDRIES


10m 65




12

m² 572


13

m 1 141






16

No 457




FACE BRICKWORK



19m² 703


20m 36



Section No. 3


Bill No. 4

Masonry

119


BTK606

Amount

MASONRY

SECTION NO. 3


BILL NO. 4

Page No

COLLECTION


119

Section No. 3


Bill No. 4

Masonry

120


BTK606


WATERPROOFING

SECTION NO. 3


BILL NO. 5


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R








2m² 1 966


3

m² 1 053


4

m² 560

Section No. 3


Bill No. 5

Waterproofing

121


BTK606




5

m² 2 299









9m 327







11m 460


12m 334

Section No. 3


Bill No. 5

Waterproofing

122


BTK606



13

m 168


14m 29



15m 63



Section No. 3


Bill No. 5

Waterproofing

123


BTK606

Amount

WATERPROOFING

SECTION NO. 3


BILL NO. 5

Page No

COLLECTION


122

123

Section No. 3


Bill No. 5

Waterproofing

124


BTK606


ROOF COVERINGS

SECTION NO. 3


BILL NO. 6


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R



Guarantees




Roof covering with pitch not exceeding 25 degrees.1 m² 752


Section No. 3


Bill No. 6

Roof Coverings

125


BTK606





3

m 47


4m 1 133


5m 19


6m 61


7m 51


8m 70


9

m 15

ROOF INSULATION



10

m² 3 963

RAINWATER DISPOSAL





13No 42


Section No. 3


Bill No. 6

Roof Coverings

126


BTK606



15No 42


16No 37



BUDGETARY ALLOWANCE

Allow the Budgetary Allowance of R 5000,00 (Five Thousand Rand) for Full Bores to Plant Rooms to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

18

Item 005 000

Section No. 3


Bill No. 6

Roof Coverings

127


BTK606

Amount

ROOF COVERINGS

SECTION NO. 3


BILL NO. 6

Page No

COLLECTION


126

127

Section No. 3


Bill No. 6

Roof Coverings

128


BTK606



SECTION NO. 3


BILL NO. 7


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R



DOORS









Section No. 3


Bill No. 7


129


BTK606


IRONMONGERY

SECTION NO. 3


BILL NO. 8


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R



P.C. AMOUNTS

Allow the Prime Cost Amount of R150 000.00 (One Hundred and Fifty Thousand Rand) NETT, for Ironmongery, etc. supplied and delivered to site.

1

Item 00150 000



Locks:



Handles:



Kick plates.6 No 19

Push plates.7 No 19



Section No. 3


Bill No. 8

Ironmongery

130


BTK606



10

No 1


11

No 2


12

No 5








19

No 3

BATHROOM FITTINGS


20

No 6


21

No 4





Sundries:

Padlocks.26 No 23


Section No. 3


Bill No. 8

Ironmongery

131


BTK606

Amount

IRONMONGERY

SECTION NO. 3


BILL NO. 8

Page No

COLLECTION


131

Section No. 3


Bill No. 8

Ironmongery

132


BTK606


METALWORK

SECTION NO. 3


BILL NO. 9


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R






SUNDRY STEELWORK



1

m 280

Floor channels:


2

m² 23


3

m² 70


4

m 29

Section No. 3


Bill No. 9

Metalwork

133


BTK606



5

m 19




6

m 118














Section No. 3


Bill No. 9

Metalwork

134


BTK606






14No 6


15No 6





16

No 6


LOUVRES






Section No. 3


Bill No. 9

Metalwork

135


BTK606

Amount

METALWORK

SECTION NO. 3


BILL NO. 9

Page No

COLLECTION


134

135

Section No. 3


Bill No. 9

Metalwork

136


BTK606


PLASTERING

SECTION NO. 3


BILL NO. 10


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R






SCREEDS


25mm Thick on floors and landings.2 m² 1 321



4m² 70




EXTERNAL PLASTER




Section No. 3


Bill No. 10

Plastering

137


BTK606



INTERNAL PLASTER









PLASTER SUNDRIES



17

m 342



19m 56

Section No. 3


Bill No. 10

Plastering

138


BTK606

Amount

PLASTERING

SECTION NO. 3


BILL NO. 10

Page No

COLLECTION


138

Section No. 3


Bill No. 10

Plastering

139


BTK606


GLAZING

SECTION NO. 3


BILL NO. 11


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R



MIRRORS, ETC:



1No 19


Allow a budgetary allowance of R 150 000,00 (One Hundred and Fifty Thousand Rand) NETT, to repair exisitng windows to be used as directed by the Principal Agent and to be deducted as whole or in part if not required.

2

Item 00150 000

Section No. 3


Bill No. 11

Glazing

140


BTK606


PAINTWORK

SECTION NO. 3


BILL NO. 12


BD Block D

BE Block E

BF Block F

BK Block K

BR Block R








External face brickwork.1 m² 1 960

Ditto, but internally. 2 m² 1 353







Section No. 3


Bill No. 12

Paintwork

141


BTK606


ON METAL.



On Windows (both sides measured).8 m² 1 040

Burglar bars.9 m² 1 016

Louvres.10 m² 197





ON WOOD


Doors.14 m² 707


ON CONCRETE


Floors.15 m² 1 256

Section No. 3


Bill No. 12

Paintwork

142


BTK606


ON FLOATED PLASTER







20m 160






ON PLASTERBOARD



Ceilings and bulkheads.25 m² 1 661

ON METAL



Section No. 3


Bill No. 12

Paintwork

143


BTK606









Roof sheeting.30 m² 703

Section No. 3


Bill No. 12

Paintwork

144


BTK606

Amount

PAINTWORK

SECTION NO. 3


BILL NO. 12

Page No

COLLECTION


142

143

144

Section No. 3


Bill No. 12

Paintwork

145


BTK606

Amount

SECTION NO. 3


SECTION SUMMARY

Bill No.

Page

1071 ALTERATIONS

1102 EARTHWORKS


1204 MASONRY

1245 WATERPROOFING

1286 ROOF COVERINGS


1328 IRONMONGERY

1369 METALWORK

13910 PLASTERING

14011 GLAZING

14512 PAINTWORK

Section No. 3


SECTION SUMMARY

146


BTK606


EXTERNAL WORKS

SECTION NO. 4

External Works

BILL NO. 1

EXTERNAL WORKS

External works will be phased as per the requirements as deemed necessary by the Principal Agent.


APRON SLABS

Breaking up and removing concrete, paving, etc, carting away broke material and making good surface to receive new surface.

200mm Thick Apron slabs to falls.1 m³ 638

Surface Preperation

Compaction of ground surface, including scarifying for a depth of 150mm, breaking down oversized material, adding suitable material where necessary and compacting to 95% Mod. AASHTO density.

2

m² 3 188



Yard hardstand.4 m³ 0


Apron slab laid in panels to falls.5 m² 3 188

Movement joints. Etc.:

10mm Thick expansion joint between concrete surface bed and walls or kerbs, filled in with 'Jointex' not exceeding 300mm high.

6

m 4 579



7

m 500

Section No. 4


Bill No. 1

External Works

147


BTK606




8m² 3 188

One layer 250 micron 'Consol Plastic USB Green' waterproof sheeting sealed at laps with 'Gunplas Pressure Sensitive Tape':


9m² 3 188

Allow a budgetary allowance of R 1 000 000,00 (One Million Rand) NETT, for the making good external facades to surrounding buildings to be used as directed by the Principal Agent and to be deducted as whole or in part if not required.

10

Item 001 000 000

Allow a budgetary allowance of R 1 350 000,00 (One Million Three Hundred and Fifty Thousand Rand) NETT, for the making good external facades to surrounding buildings to be used as directed by the Principal Agent and to be deducted as whole or in part if not required..

11

Item 001 350 000

Section No. 4


Bill No. 1

External Works

148


BTK606

Amount

EXTERNAL WORKS

SECTION NO. 4

External Works

BILL NO. 1

Page No

COLLECTION


148

Section No. 4


Bill No. 1

External Works

149


BTK606

Amount

SECTION NO. 4

External Works

SECTION SUMMARY

Bill No.

Page

1491 EXTERNAL WORKS

Section No. 4


SECTION SUMMARY

150


BTK606

Amount

SECTION NO. 5

Provisional Sums

PROVISIONAL AMOUNTS

NOTE:

1. The following sums and amounts are NET.

2. Under no circumstances may any Provisional Sum be extended at an amount lower than the amount given in the bill.

3. Unless a specific percentage mark-up for Attendance is indicated in a rate column, the amount priced by the Contractor for Attendance against each Provisional Sum shall be deemed to be the Lump Sum and shall not be adjusted unless the scope of the sub contract varies significantly.

4. Provisional Sums contained here-in may be omitted or reduced at the employer's sole discretion and the Contractor shall not be entitled to claim for any loss by way of reductions or omissions or any discount, or percentage relating to Provisional Sums or PC amounts or any loss of profit related thereto.

SIGNAGE INSTALLATION

Provide the sum of R 450,000.00 (Four Hundred and Fifty Thousand Rand) for signage installation executed complete.

1Item 00450 000

Profit on above item.2 Item

Attendance on ditto.3 Item

CEILINGS, PARTITIONS AND ACCESS FLOORING

Provide the sum of R 1,000,000.00 (One Million Rand) for ceilings partition's and access flooring executed complete.

4Item 001 000 000



GLAZED ALUMINIUM SHOPFRONTS, WINDOWS, DOORS, ETC

Provide the sum of R 1,200,000.00 (One Million Two Hundred Thousand Rand) for glazed aluminium shopfronts, windows, doors, etc., executed complete.

7

Item 001 200 000



TILING

Provide the sum of R 450,000.00 (Four Hundred and Fifty Thousand Rand) for tiling executed complete.

10Item 00450 000


Section No. 5


Bill No. 1

Provisional Sums

151


BTK606

Amount


STAINLESS STEEL WORK

Provide the sum of R 200,000 (Two Hundred Thousand Rand) for stainless steel work executed complete.

13Item 00200 000



METALWORK

Provide the sum of R750,000.00 (Seven Hundred and Fifty Thousand Rand) for metalwork executed complete.

16Item 00750 000



ELECTRICAL INSTALLATION

Provide the sum of R 15,000,000.00 (Fifteen Million Rand) for electrical installation executed complete.

19Item 0015 000 000



FIRE SERVICES INSTALLATION

Provide the sum of R 2,500,000.00 (Two Million Five Hundred Thousand Rand) for fire services installation executed complete.

22Item 002 500 000



AIRCONDITIONING INSTALLATION

Provide the sum of R 25,000,000.00 (Twenty Five Million Rand) for airconditioning installation executed complete.

25Item 0025 000 000



STRUCTURAL STEELWORK

Provide the sum of R 4,000,000.00 (Four Million Rand) for structural steelwork executed complete.

28Item 004 000 000



Section No. 5


Bill No. 1

Provisional Sums

152


BTK606

Amount

PLUMBING AND DRAINAGE

Provide the sum of R 8,000,000.00 (Eight Million Rand) for plumbing and drainage executed complete.

31Item 008 000 000




Provide the sum of R 450,000.00 (Four Hundred and Fifty Thousand Rand) for carpentry and joinery executed complete.

34Item 00450 000



FLOWCRETE

Provide the sum of R 1,075,000.00 (One Million and Seventy Five Thousand Rand) for Flowcrete floor finishes executed complete.

37Item 001 075 000

Profit on above item. 38 Item

Attendance on ditto. 39 Item

FLOOR COVERINGS

Provide the sum of R 300,000.00 (Three Hundred Thousand Rand) for Floor Coverings executed complete.

40Item 00300 000



ELECTRONICS & CCTV INSTALLATION

Provide the sum of R 3,500,000.00 (Three Million Five Hundred Tousand Rand) for CCTV Installation executed complete.

43Item 003 500 000



CLEAN ROOM PANELS

Provide the sum of R 27,000,000.00 (Twenty Seven Million Rand) for Clean Room Panels executed complete.

46Item 0027 000 000



COLD ROOM

Provide the sum of R 1,500,000.00 (One Million Five Hundred Thousand Rand) for Cold Room executed complete.

49Item 001 500 000

Section No. 5


Bill No. 1

Provisional Sums

153


BTK606

Amount



FIRE DETECTION AND SMOKE EXTRACTION

Provide the sum of R 1,850,000.00 (One Million Eight Hundred and Fifty Thousand Rand) for Fire Detection and Smoke Extraction executed complete.

52Item 001 850 000



FIRE SIGNAGE

Provide the sum of R 100,000.00 (One Hundred Thousand Rand) for Fire Signage executed complete.

55Item 00100 000



VALVE STATIONS

Provide the sum of R 300,000.00 (Three Hundred Thousand Rand) for Valve Stations executed complete.

58Item 00300 000



GAS INSTALLATION INCLUDING TERICULATION & STORAGE

Provide the sum of R 250,000.00 (Two Hundred and Fifty Thousand Rand) for Gas Installation Including Tericulation & Storage executed complete.

61Item 00250 000



UNIVERSAL STORAGE SYSTEMS

Provide the sum of R 500,000.00 (Five Hundred Thousand Rand) for Universal Storage Systems executed complete.

64Item 00500 000



PROCESS, CIP AND AUTOMATION

Provide the sum of R 209,562,500.00 (Two Hundred and Nine Million, Five Hundred and Sixty Two Thousand and Five Hundred Rand Rand) for Process, CIP and Automation executed complete.

67

Item 00209 562 500



Section No. 5


Bill No. 1

Provisional Sums

154


BTK606

Amount

WAREHOUSE RACKING

Provide the sum of R 1,500,000.00 (One Million Five Hundred Thousand Rand) for Warehouse Racking executed complete.

70Item 001 500 000



VANITY TOPS

Provide the sum of R 200,000.00 (Two Hundred Thousand Rand) for Vanity Tops executed complete.

73Item 00200 000



Budgetary Allowance

Allow the budgetary amount of R 1,000,000.00 (One Million Rand) for rubber truck bumprails, wash areas, dual shutter system, isoboard cover and sundry piping for sundry builder's works to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

76

Item 001 000 000

Allow the budgetary amount of R500,000.00 (Five Hundred Thousand Rand) for process engineering installation for sundry builder's works to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

77

Item 00500 000

Allow the budgetary amount of R 1,000,000.00 (One Million Rand) for sundry builder's works to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

78

Item 001 000 000

Allow the budgetary amount of R 8,500,000.00 (Eight Million Five Hundred Thousand Rand) for a Validation Consultant to be used as directed by the Principal Agent and to be deducted in whole or in part if not required.

79

Item 008 500 000

Section No. 5


Bill No. 1

Provisional Sums

155


BTK606

Amount

SECTION NO. 5

Provisional Sums

SECTION SUMMARY

Page

151Brought forward from page





Section No. 5


SECTION SUMMARY

156

Documents

SECTION NO. 1 BILL NO. 1 ALTERATIONS - … · The Tenderer is advised that the quantities reflected is ... concrete staircases attached to loading bay platform, ... Section No. 1