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SCHEDULE OF RATES FOR BUILDING WORKS IN SARAWAK 2008 JKR Sarawak April 2009

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Page 1: Sor Building 2008

SCHEDULE OF RATES FOR BUILDING WORKS IN

SARAWAK 2008

JKR Sarawak April 2009

Page 2: Sor Building 2008

SOR for Building Works 2008

1

PREAMBLES

1. All rates shall be used and read together with the “Table of Adjustment to

Schedule of Rates for Building Works In Sarawak 2008”. 2. All descriptions are to be read with reference to the General Specification for

Building Works (Latest Version) and the following :

(A) Piling

a) Rates for driving of timber piles shall include for the provision of all necessary mechanical plant, rig, temporary works, timber etc. transporting to site, erecting, dismantling, removal on completion and also for traveling of pile frame about the site.

b) Rates for driving of precast concrete piles and reinforced concrete lengthened

piles shall include for the provision of all necessary mechanical plant, rig, temporary works, etc. and for the travelling of pile frame about the site.

(B) Site Clearance And Earthwork

All rates herein shall be held to include for supply and delivery to site, waste on materials, carriage and cartage, carrying in and return of empties, hoisting, setting, fitting and fixing in position, making and all other labours and everything else necessary (including any customs duty, etc.) for the proper completion of each item and for establishment charges and profit.

Rates for site clearance shall include: a) Clearing all general vegetation, tall grass, lallang, creepers, shrubs, bushes and

all undergrowth. b) Felling of trees of all sizes including cutting, grubbing up their stumps and

roots and dispose off site. c) Clearing all rubbish, debris and unwanted materials. d) Breaking up and removing disused structures, surface beds and pavings,

sewers, drains and drain pipes, manholes, underground wells, sumps, fencing, posts, retaining walls and other such like structures, including disconnecting and sealing off services, plugging any pipes cut off at perimeter of site.

e) Removing existing tree stumps and grubbing up their roots and disposal off site.

f) Filling holes and voids caused by removal of trees, tree stumps, roots, existing structures or obstructions with hardcore or suitable approved materials.

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SOR for Building Works 2008

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(C) Excavation

i Excavation shall be measured to commence at existing ground level. All excavation and filling shall be measured nett. The quantities of excavation and filling shall be measured on the assumption that the gradient of the existing surfaces between the nearest adjacent spot levels and/ or between contours is constant. Boulders not exceeding one cubic metre shall be deemed to be included in the rates for excavation.

Rates for excavation (including excavation of drainage) are to include : (a) keeping all excavations free from water, mud, etc. by pumping or bailing if

required (b) planking and strutting, leveling, ramming or preparing bottoms, any double

handling required and for additional excavation for planking, strutting and formwork.

(c) excavating by hand or mechanical means in various soil strata and water tables (d) multiple handling (e) protection of all services encountered (f) additional excavation and backfilling due to Contractor’s method or process

such as excavation for working space. (g) reinstating to original condition all work disturbed by excavation. (h) additional concrete infill where excavated below correct levels (i) giving all required notice (j) to ensure safety of excavation and adjoining structures.

(D) Concrete Work

i. No allowance shall be made in the weight of steel reinforcement for rolling margin, trying wires, spacers, chairs and weight of weld etc. Concrete shall be measured nett without deduction for the volume of reinforcement.

Rates for concrete shall be held to include : (a) forming, leaving or cutting grooves, chases, mortices, holes (b) making good and any sundry items of alike nature. (c) providing trial mixes, tests on materials and finished product, including non

destructive test on and off-site (d) hoisting or pumping or placing in position (e) compacting by suitable means (f) laying in bays and associated works (g) curing and protection. Rate for precast concrete work shall include : (a) all reinforcement and moulds (b) lifting hooks, cast-in brackets, dowels and ther fixing devices (c) finishing fair on all exposed faces, and other surface treatment to receive other

finishes (d) holes, sleeve, rates, notchings, sinkings, mortices and the like (e) temporary supports (f) hoisting and placing in position; setting, bedding, jointing and pointing in

cement mortar; cutting off lifting hooks.

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Rates for bar reinforcement shall include : (a) allowance for rolling margin and weight of welds (b) cleaning by wire brushing or sand blasting (c) cutting to length and fabricating including bending to various bend and radii (d) providing and tying with galvanized steel wire at all intersections (e) providing seating or spacer blocks and chairs (f) providing all necessary laps and anchorages (g) submitting manufacturers’ mill and test certificate. Rates for fabric reinforcement shall include : (a) allowance for rolling margin and weight of welds (b) cleaning by wire brushing or sand blasting (c) cutting to length and fabricating including bending to various bend and radii (d) providing and tying with galvanized steel wire at all intersections (e) providing seating or spacer blocks and chairs (f) providing all necessary laps and anchorages (g) submitting manufacturers’ mill and test certificate. (h) straight, circular or raking cutting and notching.

ii. “Sawn formwork” shall mean formwork to produce concrete surfaces suitable for

plastering or tiling. “Wrot formwork” shall means formwork to produce fair face concrete surfaces suitable for direct application of decorations. Formwork shall be deducted for openings over one square metres. Rates for formwork shall be held to include : (a) for erection, raking and circular cutting, splayed edges, notchings, (b) allowance for overlaps and passing at angles, battens, strutting, bolting,

wedging, (c) easing, striking and removal. (d) batten framing (e) stopping all holes, cracks and crevices (f) mould oil

(E) Brickwork and Blockwork

Rates for brickwork and blockwork shall be held to include : (a) for all rough and fair cutting, (b) oversailing and receding courses (c) rough relieving and discharging arches (d) wedging and pinning (e) raking out joints for and pointing flashings (f) bedding plates (g) bedding and pointing frames (h) parging and coring flues (i) labour eaves filling (j) plumbing angles (k) forming square and rebated reveals, cut squints or bird-mouths, notches (l) forming, leaving or cutting chases, holes and mortices (m) cutting and pinning (n) making good any other sundry items of alike nature

Page 5: Sor Building 2008

SOR for Building Works 2008

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(o) all staging working platform (p) wetting bricks and blocks before laying (q) reinforcement and bonding tie. (r) Raking out joints for flashings, roof coverings, etc. and pointing with mortar (s) Forming and pinning and/ or building in frames, lintels, plugs, bolts, anchors,

metal window and doors etc (t) Forming opening in walls for building in air-brick, ventilation grating and the

like (u) all necessary templates for curved or circular work (v) filling ends of hollow blocks or providing special blocks with solid ends (w) all special make blocks (x) cleaning down exposed faces (y) sundry items of a like nature Rates for facing brickwork shall further include for pointing, opening and closing perpends, cutting with mechanical saws and providing sample panels as directed by the S.O. Rates for new brickwork and blockwork to existing structures shall further include for hacking up and preparing existing floor, wall and ceiling finishes to receive new work, cutting and pinning ends to existing brickwork or blockwork or concrete and any sundry items of a like nature and for making good all work disturbed to match existing. Rates for damp proof course shall include all laps, angles, waste cutting, labour and materials required in laying and pointing exposed edges.

(F) Roofing All roofing tiles and decking, sisalation, waterproofing works and the like shall be measured nett. Rates for roofing tiles and decking shall include: a) End laps and side laps b) All straight, skew and circular cutting at eaves, verges, top edges, abutments,

valleys, hips and the like. c) Forming holes for pipes and the like d) Cranks and upstands. e) Bedding and pointing eaves filler-pieces, verges and the like. f) Narrow width and small quantities. g) Use of recommended fasteners, washers and any items used to prevent

electrolysis corrosion. h) Fixing with screws, nails, straps, bracket, etc. in accordance with the

manufacturer’s instructions. i) Cement grout and cement slurry, adhesive, removing paper backing, cleaning

and pointing (including material) joints to match colour of the tiles. j) Mastic pointing, dividing strips, etc and testing against leaks. k) Bedding and pointing of valley tiles, ridges-tiles, hip tiles and vertical angle-

tiles with cement mortar.

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l) Bending edges up or down at ridge and gutter, etc. m) Notching and bending edges of hips and ridge capping and the like to match

roofing profile. Painting all screw caps, bolts, nail head, washer, straps, bracket etc with matching anti-corrosive paint.

n) Providing warranty or guarantee as specified. Rates for prefabricated membrane and built-up roofing systems shall include: a) Laps and joints, including bonding adhesives, reinforcement mats and strips

etc. b) Narrow widths. c) Protection. d) Surface treatment and preparation. e) Provide warranty or guarantee as specified. f) Forming arrises, fair edges, butt joints, etc. g) Fitting and sealing around inlets, outlets, projections and the like. h) Test on joint and water ponding test. Rates for flashing, gutter, capping and the like shall include: a) Laps, passings in the running lengths, turning up and down of edges, fixing

and pointing. b) Forming all angles, ends, outlets and any other sundry items of a like nature. c) Brackets, straps, hangers and other necessary fixings.

(G) Carpentry And Ironmongery

Rates for all carpentry, timberworks are to include for all labour to notching, halving, morticing, tenoning and wedging, scarfing, dovetailing, sinking for heads of bolts and nuts and trimming for openings. Rates for carpentry timber shall include: a) Short length and small quantities. b) Cutting, notching, boring, sinking, pelleting, mitering, halving, morticing,

tenoning, dove-tailing and scarfing. c) Temporary supports. d) Fixing with screws, nails, fastening devices, pin, puttying, glue, etc e) Sundries items of a like nature.

Rates for dry lining and partition shall include: a) Short length, narrow widths, small quantities and irregular shaped. b) Cutting and boring holes for pipes, services fittings etc and make good. c) Protection and cleaning on completion. d) All fastening devices. e) Setting out panels to form equal margins on all sides. f) Frame. g) Submission of shop drawings. Rates for insulating board, woodwool board and other building boards shall include: a) Narrow width and small quantities. b) Cutting and boring holes for pipes, etc. c) Protection and cleaning on completion.

Page 7: Sor Building 2008

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Rates for building board and ceiling boarding shall include: a) All fastening devices. b) Narrow width and small quantities. c) Cutting openings for services fittings and making good. Rates for fire rated doors shall include: a) Door leaf b) Intumescent strips let into grooves around the door. c) BOMBA certification. d) Glazing and vision panel. e) Door frame, beading, architrave and packing piece. f) Filling voids between framing and brickwall or concrete walls with approved

materials as deemed necessary by the Architect/Engineer. g) Apply one coat of aluminium wood primer to back of door frame before

fixing. h) Apply two coats of approved wood preservative to packing piece. i) Heel stone, dowel and holdfast. Rates for non-fire rated doors shall include: a) Door leaf b) Glazing, vision panel, side and overhead glazed and louvred panel. Rates for door frame to non-fire rated doors shall include: a) Door frame, framing to all side and overhead glazed and louvre panels,

beading, architrave and packing piece. b) Filling voids between framing and brickwall or concrete walls with approved

materials as deemed necessary by the Architect/Engineer. c) Apply one coat of aluminium wood primer to back of door frame before

fixing. d) Apply two coats of approved wood preservative to packing piece. e) Heel stone, dowel and holdfast. Rates for glazed doors and windows shall include glazing beads loosely pinned to glazed openings for subsequent fixing. Rates for ironmongery shall include: a) Matching screw. b) Cutting, sinking, boring and morticing. c) Oiling, easing and adjusting all movable parts. d) Taking out and refixing after painting as directed. e) Marking, labeling and handing over keys.

Page 8: Sor Building 2008

SOR for Building Works 2008

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(H) Plastering, Paving And Tiling

Rates for each item of paving shall be held to include for all rounded angles, arrises and making good and any other sundry items of alike nature. Rates for each item of skirtings, risers, channels and the like shall be held to include for all short lengths formed, cut and purpose made angles, junctions, ends, etc. and making good and any other sundry items of alike nature.

Rates for plastering, rendering etc. shall include for raking out joints of brickwork, blockwork and masonry or hacking concrete as key. Overall rates for each item of plastering etc. shall be held to include for narrow widths and small quantities, temporary rules, joints between different types of plastering, internal angels, arrises, quirks, rounded coves and external angles not exceeding 1” radius and mitres, stops etc. on cornices, mouldings, enrichments, covers, skirtings, gutters and strings and making good any other sundry items of alike nature.

Rates for plastering shall include: a) Narrow widths and small quantities. b) Temporary rules and templates. c) Cleaning, keying and slurrying to base. d) Jointing between different types of finishes and between old and new finishes. e) Groin points and other intersections of curved surfaces. f) All other sundry items of a like nature. g) “Exmet” or other approved wire mesh as “key” for plaster at junction between

concrete and brickwork/timber and the like. h) Mock-up sample.

Rates for wall tiling shall include: a) All round edges and arrises. b) Narrow widths and small quantities. c) Temporary rules and templates. d) Backing screed. e) Soaking tiles in waters before laying. f) Cleaning, keying and slurrying to base. g) Notching, raking and curved cutting. h) Jointing between different types of finishes and between old and new finishes. i) Groin points and other intersections of curved surfaces. j) Joint filler and joint grout/sealant. k) Laying to selected pattern. l) Mock-up sample. m) Proprietary fixing adhesives. n) All other sundry items of a like nature. Rates for slab and block finishes to walls shall include: a) Cutting and drilling of fixing slits and holes b) Chamfers, splays, rebates, grooves, etc. including polished exposed edges. c) Notching, raking and curved cutting. d) Rules, spacer or distance blocks. e) Hooks, brackets, straps and other fixing accessories. f) Proprietary fixing adhesive.

Page 9: Sor Building 2008

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g) Joint filler and joint grout/sealants. h) Cleaning. i) Mock-up sample and dry laying. j) All other sundry items of a like nature. Rates for floor tiling and paving shall include: a) All round edges, internal and external angles, and arrises. b) Narrow widths and small quantities. c) Temporary rules and templates. d) Cleaning, keying and slurrying to base. e) Notching, throating, forming holes, and splay, raking and curved cutting. f) Jointing between different types of finishes and between old and new finishes. g) Groin points and other intersections of curved surfaces. h) Screeding. i) Anchorages, fixing accessories on, for securing to floor or wall. j) Laying flat or to slopes and falls. k) Joint filler and joint grout/sealant. l) Proprietary fixing adhesives. m) Mock-up sample and laying to selected pattern. n) Cleaning, protecting and polishing on completion and before handing over. o) All other sundry items of a like nature.

(I) Structural Steel Work And Metal Work

Rate for structural steelwork and metal work shall include: a) Weight of welded metal and rolling margin. b) All straight, raking, bevel and play cutting and notching. c) All shop and site welding, drilling, holes and openings (no deduction in weight

shall be made for same) including those required for other trades. d) Marking, hoisting and erecting temporary braces and support. e) Filing smooth welds exposed to weld. f) All fixing accessories and grouting. g) Preparing and priming with approved painting system. h) Preparation and submission of shop drawings. i) Testing.

Rate for metal suspended ceiling frame work shall include: a) All suspended accessories. b) Edge trims. c) Trimmer bars for lighting air-conditioning grilles, speakers, etc. d) Preparation and submission of shop drawings. Rate for aluminium framed doors and windows shall include: a) Labour and material for the completion installation of the framed doors and

windows. b) Neoprene friction seal, compression seal, hardwares, fixing accessories,

cement filleting around frame and sealant pointing. c) Structural stiffener and lintel. d) Holdfast and ironmongery e) Protection and cleaning. f) Preparation and submission of shop drawings.

Page 10: Sor Building 2008

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g) Sample, mock-up unit and testing. Rates for mild steel tubing are to include for short running lengths, sockets, backnuts, elbows and bends.

(J) Plumbing

Rates for pipework shall include: a) Short lengths. b) Running joints and sockets. c) Made bends d) Bends, tees, reducers, end caps and the like fittings. e) Fixing brackets and clips. f) Forming perforations, holes, etc in walls and slabs and providing sleeves. g) Chasing in walls and slabs. Rates for sanitary fittings shall include: a) All fixings and jointing to services. b) Brackets and all other necessary accessories for the complete functioning of

the fitting. c) Submit sample. d) Protecting and cleaning on completion.

(K) Glazing

Rates for glazing shall include: a) Setting blocks, distance pieces and like accessories for fixing. b) Drilling fixing holes and the like in glass. c) Cleaning off protective wax or tape in glazing rebates. d) Gasket and glazing compounds. e) Polishing and grinding of edges. f) Additional costs involved in using sheets which are larger than the

manufacturer’s standard stock size. g) Cleaning.

(L) Painting

Rates for painting shall include: a) Preparatory work such as cleaning, rubbing down, knotting, filling, stopping

and the like. b) Rubbing down between coats. c) Cutting all edges to line. d) Painting all tracks, wall hooks, holderbats, brackets, ears and the like for

pipework and gutters. e) The use of different colours to walls, ceilings, doors, frames and the like in

accordance with the Architect’s colour scheme. f) Scaffolding and staging. g) Provide warranty/guarantee as specified.

Page 11: Sor Building 2008

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(M) Drainage

Rates for surface water drainage and culvert shall include: a) Setting out. b) All short lengths. c) Jointing and bedding and making smooth running joints. d) Cutting culvert pipes for chamfers, ends, junction and for jointing. e) Additional beds and surrounds at junctions, beds, ends, etc. f) Laying to falls. g) Cement rendering. h) Forming angles, ends, outlets, junctions, connecting to sumps, drains, etc. Rates for pipework for soil drainage shall include: a) Running joints, short lengths, support, saddles, sling, fixing bolts and

foundation bolts. b) Site and laboratory test on material and provide test certificates. c) Temporary stoppers or plugs. d) Purpose made brackets and hangers. e) Provide and building in all sleeves. f) Cleaning out interior of pipes. g) Preparing ends of pipes for pipe joints and jointing. h) Cutting pipe for chamfers, bends, junctions and for jointing, etc. i) Mechanical and flexible coupling. j) External protection to flanged joints and flexible couplings. Rates for pipework and fire hydrants for water reticulations system shall include: a) Running joints, deflecting joints, short lengths, support, saddles, sling, fixing

bolts and foundation bolts. b) Site and laboratory test on material and provide test certificates. c) Cleaning out interior of pipes. d) Preparing ends of pipes for pipe joints and jointing. e) Cutting pipe for chamfers, bends, junctions and for jointing, etc. f) Mechanical and flexible coupling. g) External protection to flanged joints and flexible couplings. h) Painting all uncoated surfaces of pipework, valves and fittings. i) Flushing, testing and commissioning of pipelines. Rates for valves, hydrants and the like specials are to include for all components pipes necessary for the complete installation including all fixing accessories and extra joints to pipes.

(N) Bituminous Road And Hardstandings

Rates for site surface water drainage and culvert shall include: a) Sampling and testing of aggregates and bituminous mixtures as specified. b) Protecting mixed material in transit and while awaiting tripping. c) Laying, rolling and consolidating sub-base, base course, binder and wearing

course in layers or sequence as required. d) Laying by hand of narrow strips remaining alongside machine work. e) Making joints, working around manhole covers and other like projections. f) Finishing surfaces to gradient and falls.

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g) Added filler to bituminous mixture. h) Maintenance of surface as work progress.

(O) Gabion Work

Rates for gabion work shall include: a) Excavation and disposal of excavated material off site to Contractor’s own

dump. b) Dewatering, upholding the sides of excavation and keeping the excavation free

of water. c) Trimming and leveling at founding/base level. d) Cage and tying wire. e) Filling material. f) Transport, handling, assembling, tying, fixing, staking, tensioning and placing

in dry condition and/or under water. (P) Turfing And Tree Planting

Rates for seeding and turfing shall include: (a) Carry out the work in such sequence or section as directed. (b) Preparatory work in forking and loosening ground surface including riding all

weed, roots and debris. (c) Dressing with fertilizer, tending, watering, covering with wet sacking, moving

and protection of newly seeded/turfed area. (d) Maintenance.

Rates for tree planting shall include: a) Carry out the work in such sequence or section as directed. b) Selection and tagging of plant material. c) Planting operation including excavation for rootball, top soil, refilling, support

and ties. d) Irrigation, pruning and trimming. e) Plant replacement. f) Spraying or other disease control operation. g) Protection. h) Maintenance.

Page 13: Sor Building 2008

A PILINGItemNo.

Timber Piles

1 Supply handle & pitch 100mm x 100mm Belian initial and extension belian timberpiles. M 42.00

2 Supply handle & pitch 125mm x 125mm Belian initial and extension belian timberpiles. M 66.00

3 Drive 100mm x 100mm Belian timber piles. M 4.50

4 Drive 125mm x 125mm Belian timber piles. M 5.00

5 Cut off head 100mm x 100mm Belian timber piles (not payable if whole length ofpile driven in to cut off level). NO 4.00

6 Cut off head 125mm x 125mm Belian timber piles (not payable if whole length ofpile driven in to cut off level). NO 5.00

7 Pointing and shaping end of 100mm x 100mm timber piles and shoeing with andincluding 3mm thick mild steel welded shoe size 100mm x 100mm x 250mm highcomprising of pyramid shape end 150mm high and socket 100mm high includingnailing to timber pile (for hard driving only). NO 20.00

8 Pointing and shaping end of 125mm x 125mm timber piles ditto 125mm x 125mmx 250mm high, comprising of pyramid shape end 150mm high, and socket100mm high including nailing to timber pile (for hard driving only). NO 23.00

9 Mild steel welded extension sleeve or collar size 5mm thick, 95mm x 95mm(internal dimensions) x 450mm long with a seating fillet welded centrally inside andbevelling ends of piles and slipping same into and nailing. NO 25.00

10 Mild steel welded extension sleeve or collar size 5mm thick, 120mm x 120mm(internal dimensions) x 450mm long with a seating fillet welded centrally inside andbevelling ends of piles and slipping same into and nailing. NO 30.00

11 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including all extracost before commencement of the main piling works. Tonne 120.00

12 Supply, handle, pitch and drive 75mm diameter Belian pepper posts. M 8.00

13 Supply, handle and pitch 100mm diameter bakau piles. M 2.50

14 Supply, handle and pitch 125mm diameter bakau piles. M 3.00

15 Drive bakau piles (all sizes). M 1.50

16 Cut off head (all sizes), [not payable if whole length of pile driven in to cut off level].NO 1.00

Precast Concrete Piles

17 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 32.30

Rate (RM)

SOR BUILDING 2008/Page 1 of 41

Page 14: Sor Building 2008

A PILING (CONT'D)Item No

Description Unit Rate (RM)

Precast Concrete Piles (Cont'd)

18 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 29.50

19 Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long. M 59.40

20 Supply, handle & pitch 200mm x 200mm extension pile 6.00m long. M 55.60

21 Supply, handle & pitch 250mm x 250mm initial/head pile 6.00m long. M 93.00

22 Supply, handle & pitch 250mm x 250mm initial/ head pile 9.00m long. M 83.00

23 Supply, handle & pitch 250mm x 250mm initial/ head pile 12.00m long. M 79.00

24 Supply, handle & pitch 250mm x 250mm extension pile 6.00m long. M 88.20

25 Supply, handle & pitch 250mm x 250mm extension pile 9.00m long. M 83.70

26 Supply, handle & pitch 250mm x 250mm extension pile 12.00m long. M 76.70

27 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 146.70

28 Ditto 9.00m long. M 129.00

29 Ditto 12.00m long. M 120.80

30 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 140.00

31 Ditto 9.00m long. M 125.20

32 Ditto 12.00m long. M 117.90

33 Supply, handle and pitch 350mm x 350mm initial/head pile 6.00m long. M 192.60

34 Ditto 9.00m long. M 169.30

35 Ditto 12.00m long. M 157.70

36 Supply, handle and pitch 350mm x 350mm extension pile 6.00m long. M 184.00

37 Ditto 9.00m long. M 163.60

38 Ditto 12.00m long. M 153.40

39 Supply, handle and pitch 400mm x 400mm initial/head pile 6.00m long. M 252.00

40 Ditto 9.00m long. M 221.70

41 Ditto 12.00m long. M 206.50

42 Supply, handle and pitch 400mm x 400mm extension pile 6.00m long. M 241.50

43 Ditto 9.00m long. M 214.70

44 Ditto 12.00m long. M 201.30

SOR BUILDING 2008/Page 2 of 41

Page 15: Sor Building 2008

A PILING (CONT'D)Item No

Description Unit Rate (RM)

Precast Concrete Piles (Cont'd)

45 Drive to set 200mm x 200mm pile. M 7.00

46 Ditto 250mm x 250mm pile. M 9.00

47 Ditto 300mm x 300mm pile. M 11.00

48 Ditto 350mm x 350mm pile. M 15.00

49 Ditto 400mm x 400mm pile. M 20.00

50 Drive to set 200mm x 200mm pile as raker piles. M 15.00

51 Ditto 250mm x 250mm pile. M 18.20

52 Ditto 300mm x 300mm pile. M 21.50

53 Ditto 350mm x 350mm pile. M 26.00

54 Ditto 400mm x 400mm pile. M 28.60

55 Butt weld connection 0.60m girth between edges of and including mild steelextension head, base cap plates, bars etc and including coated heavily withbituminous compound for jointing 200mm x 200mm R.C piles. NO 90.00

56 Ditto for jointing 250mm x 250mm R.C piles. NO 135.00

57 Ditto for jointing 300mm x 300mm R.C piles. NO 195.00

58 Ditto for jointing 350mm x 350mm R.C piles. NO 265.00

59 Ditto for jointing 400mm x 400mm R.C piles. NO 350.00

60 Cut off and dump away surplus length of 150mm x 150mm precast concrete pileand strip off pile head, bend back reinforcement for connection as specified. NO 14.00

61 Ditto 200mm x 200mm ditto. NO 20.00

62 Ditto 250mm x 250mm ditto. NO 25.00

63 Ditto 300mm x 300mm ditto. NO 30.00

64 Ditto 350mm x 350mm ditto. NO 35.00

65 Ditto 400mm x 400mm ditto. NO 40.00

66 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including all extracost before commencement of the main piling works complete with report.

Tonne 120.00

Precast Concrete Spun Piles

67 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 75.70

SOR BUILDING 2008/Page 3 of 41

Page 16: Sor Building 2008

A PILING (CONT'D)Item No

Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

68 Ditto 9.00m long. M 65.50

69 Ditto 12.00m long. M 60.90

70 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 69.00

71 Ditto 9.00m long. M 61.00

72 Ditto 12.00m long. M 57.50

73 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 97.10

74 Ditto 9.00m long. M 85.10

75 Ditto 12.00m long. M 79.00

76 Supply, handle & pitch 300mm diameter extension pile 6.00m long (Class B). M 88.90

77 Ditto 9.00m long. M 79.40

78 Ditto 12.00m long. M 74.80

79 Supply, handle & pitch 350mm diameter initial/head pile 6.00m long (Class B). M 126.70

80 Ditto 9.00m long. M 110.50

81 Ditto 12.00m long. M 101.90

82 Supply, handle & pitch 350mm diameter extension pile 6.00m long (Class B). M 116.20

83 Ditto 9.00m long. M 103.50

84 Ditto 12.00m long. M 96.60

85 Supply, handle & pitch 400mm diameter initial/head pile 6.00m long (Class B). M 160.00

86 Ditto 9.00m long. M 141.70

87 Ditto 12.00m long. M 131.60

88 Supply, handle & pitch 400mm diameter extension pile 6.00m long (Class B). M 149.50

89 Ditto 9.00m long. M 133.40

90 Ditto 12.00m long. M 125.40

91 Supply, handle & pitch 450mm diameter initial/head pile 6.00m long (Class B). M 178.90

92 Ditto 9.00m long. M 156.80

93 Ditto 12.00m long. M 145.20

94 Supply, handle & pitch 450mm diameter extension pile 6.00m long (Class B). M 164.50

SOR BUILDING 2008/Page 4 of 41

Page 17: Sor Building 2008

A PILING (CONT'D)Item No

Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

95 Ditto 9.00m long. M 147.20

96 Ditto 12.00m long. M 138.00

97 Supply, handle & pitch 600mm diameter initial/head pile 6.00m long (Class B). M 303.00

98 Ditto 9.00m long. M 266.50

99 Ditto 12.00m long. M 250.00

100 Supply, handle & pitch 600mm diameter extension pile 6.00m long (Class B). M 282.90

101 Ditto 9.00m long. M 253.00

102 Ditto 12.00m long. M 239.20

103 Drive 250mm diameter pile. M 16.00

104 Ditto 300mm ditto. M 18.00

105 Ditto 350mm ditto. M 30.00

106 Ditto 400mm ditto. M 35.00

107 Ditto 450mm ditto. M 45.00

108 Ditto 600mm ditto. M 50.00

109 Drive 250mm diameter pile as raker pile. M 20.80

110 Ditto 300mm ditto. M 23.40

111 Ditto 350mm ditto. M 39.00

112 Ditto 400mm ditto. M 45.50

113 Ditto 450mm ditto. M 58.50

114 Ditto 600mm ditto. M 65.00

115 Butt weld connection 0.8m girth between edges of mild steel extension head andbase cap plates including coated heavily with bituminuos compound (for 250mmdiameter Spun piles). NO 100.00

116 Ditto 300mm diameter Spun piles. NO 120.00

117 Ditto 350mm diameter Spun piles. NO 150.00

118 Ditto 400mm diameter Spun piles. NO 180.00

119 Ditto 450mm diameter Spun piles. NO 220.00

120 Ditto 600mm diameter Spun piles. NO 280.00

SOR BUILDING 2008/Page 5 of 41

Page 18: Sor Building 2008

A PILING (CONT'D)Item No

Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

121 Cut off 250mm diameter precast concrete spun pile to the required level androughen the inner surface to detail. NO 30.00

122 Ditto 300mm diameter ditto. NO 35.00

123 Ditto 350mm diameter ditto. NO 40.00

124 Ditto 400mm diameter ditto. NO 45.00

125 Ditto 450mm diameter ditto. NO 50.00

126 Ditto 600mm diameter ditto. NO 75.00

127 Supply and install 12mm diameter high yield steel reinforcement in pile head todetail. KG 4.00

128 Ditto 16mm diameter ditto. KG 3.90

129 Provide and weld 6mm thick mild steel plates to detail for 250mm diameter piles.NO 38.00

130 Ditto 300mm diameter piles. NO 45.00

131 Ditto 350mm diameter piles. NO 58.00

132 Ditto 400mm diameter piles. NO 68.00

133 Ditto 450mm diameter piles. NO 85.00

134 Ditto 600mm diameter piles. NO 125.00

135 Supply, place and compact grade 30/20 concrete in pile hollow section asspecified. M3 300.00

136 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including all extracost before commencement of the main piling works. Tonne 120.00

SOR BUILDING 2008/Page 6 of 41

Page 19: Sor Building 2008

B EXCAVATOR

Item Description Unit Rate (RM)No.

1 Clearing and grubbing within the Site of all trees, bushes, etc. Ha 2,500.00

2 Cut down and clear away from site, trees exceeding 300mm and not exceeding600mm girth measured at 1.00m above ground level including grubbing up rootsand filling up holes with approved earth. NO 90.00

3 Cut down and clear away from site, trees exceeding exceeding 600mm and notexceeding 1200mm girth measured at 1.00m above ground level includinggrubbing up roots and filling up holes with approved earth. NO 150.00

4 Cut down and clear away from site, trees exceeding 1200mm and not exceeding1800mm girth measured at 1.00m above ground level including grubbing up rootsand filling up holes with approved earth. NO 240.00

5 Excavate oversite average 150mm deep to level off formation or reduce level anddump away excess earth. M2 1.50

6 Excavate to obtain formation level, load and transport excavated material totemporary spoil heap or filling area within site (by mechanical equipment). M3 7.00

7 Excavate to obtain formation level, load and transport excavated material totemporary spoil heap or filling area within site (by mechanical equipment), buttransport away from site within 1 km lead. M3 7.50

8 Excavate to obtain formation level, load and transport excavated material totemporary spoil heap or filling area within site (by mechanical equipment), transportonly through each subsequent 1 km lead. M3 0.80

9 Excavate for foundation, trenches, pier holes, manholes, septic tanks, filterbeds etc. not exceeding 1.50m deep, part backfill and remove surplus spoiland deposit, spread and level on site as specified ( manually ). M3 16.00

10 Excavate for foundation, trenches, pier holes, manholes, septic tanks, filterbeds etc. exceeding 1.50m deep and not exceeding 3.00m deep, part backfilland remove surplus spoil and deposit, spread and level on site as specified (manually ). M3 18.00

11 Excavate for foundation, trenches, pier holes, manholes, septic tanks, filterbeds etc. exceeding 3.00m deep and not exceeding 4.50m deep, part backfilland remove surplus spoil and deposit, spread and level on site as specified (manually ). M3 25.00

12 Excavate for foundation, trenches, pier holes, manholes, septic tanks, filterbeds etc. to irrespective of depth (by mechanical equipment). M3 10.00

13 Extra over for excavation in rock including remove from site:

(a) Open excavation (including use of explosive, etc). M3 20.00

(b) Trench excavation (including for foundation, trenches, pier holes, manholes, septic tanks, filter beds and etc.). M3 40.00

14 Excavation and cart away of unsuitable material to contractor's own dumpingsource within 15km from site (by mechanical equipment). M3 15.00

SOR BUILDING 2008/Page 7 of 41

Page 20: Sor Building 2008

B EXCAVATOR…(CONT'D)

Item Description Unit Rate (RM)No.

15 Imported approved earth from contractor's own source within 15 km from siteincluding unloading in filling areas. M3 23.00

16 Spread, level and compact excavated earth for filling in layers as specified in fillingareas. M3 2.00

17 Spread, level and compact surplus excavated earth in areas away from site, within3 km lead. M3 5.00

18 Supply, lay and compact hardcore of approved aggregates. M3 60.00

19 50mm Thick blinding on top of hardcore. M2 2.50

SOR BUILDING 2008/Page 8 of 41

Page 21: Sor Building 2008

C CONCRETOR

Item Description Unit Rate (RM)No.

1 Lean concrete (Grade 15) in 50mm thick blinding. M2 12.50

2 Mass Concrete (Grade 20) in non structural works such as pavements,upstands, kerbs and the like. M3 260.00

3 Reinforced concrete (Grade 25) in sub-structural works such as pile caps, padfootings, column stumps, and the like. M3 280.00

4 Reinforced concrete (Grade 30) in sub-structural works such as pile caps, padfootings, column stumps, and the like. M3 300.00

5 Reinforced concrete (Grade 40) in sub-structural works such as pile caps, padfootings, column stumps, and the like. M3 340.00

6 Reinforced concrete (Grade 25) in sub-structural works such as ground beams,ground slab, apron slabs, steps, platform slabs, ramp and the like. M3 290.00

7 Reinforced concrete (Grade 30) in sub-structural works such as ground beams,ground slab, apron slabs, steps, platform slabs, ramp and the like. M3 310.00

8 Reinforced concrete (Grade 40) in sub-structural works such as ground beams,ground slab, apron slabs, steps, platform slabs, ramp and the like. M3 350.00

9 Reinforced concrete (Grade 25) in super-structural works such as columns,stiffeners, walls, and the like. M3 290.00

10 Reinforced concrete (Grade 30) in super-structural works such as columns,stiffeners, walls, and the like. M3 310.00

11 Reinforced concrete (Grade 40) in super-structural works such as columns,stiffeners, walls, and the like. M3 350.00

12 Reinforced concrete (Grade 25) in super-structural works such as suspendedfloor beams, suspended floor slabs, roof beams, roof slabs, gutter, canopyslabs, staircases, landing slab, and the like. M3 295.00

13 Reinforced concrete (Grade 30) in super-structural works such as suspendedfloor beams, suspended floor slabs, roof beams, roof slabs, gutter, canopyslabs, staircases, landing slab, and the like. M3 315.00

14 Reinforced concrete (Grade 40) in super-structural works such as suspendedfloor beams, suspended floor slabs, roof beams, roof slabs, gutter, canopyslabs, staircases, landing slab, and the like. M3 355.00

15 Mass Concrete (Grade 20) in civil works such as fencing post footings, thrustblocks, scour stops, road kerb bedding, and the like. M3 260.00

16 Reinforced concrete (Grade 25) in road pavement slabs, cross-over slabs, andthe like. M3 280.00

17 Reinforced concrete (Grade 25) in sewerage works such as septic tanks,manholes, and the like. M3 300.00

SOR BUILDING 2008/Page 9 of 41

Page 22: Sor Building 2008

C CONCRETOR... (CONT'D)

Item Description Unit Rate (RM)No.

18 Mild steel bars in reinforcement to concrete work generally including all cutting,bending and placing in position:

a) 6 mm Diameter. KG 3.00

b) 10mm Diameter. KG 3.00

c) 12mm Diameter. KG 3.00

d) 16mm - 32mm Diameter. KG 2.90

e) above 32mm Diameter. KG 2.90

19 High tensile steel bars in reinforcement to concrete work, generally including allcutting, bending and placing in position:

a) 10mm Diameter. KG 3.00

b) 12mm Diameter. KG 3.00

c) 16mm - 32mm Diameter. KG 2.90

20 Welded steel fabric reinforcement of 100mm x 200mm weighing 3.73 kg/ms andembedded in concrete (MS-B283/ B6). M2 20.90

21 Welded steel fabric reinforcement of 100mm x 200mm mesh weighing 4.53kg/ms ditto(MS-B385/B7). M2 25.40

22 Welded steel fabric reinforcement of 100mm x 200mm mesh weighing 5.93kg/m2 ditto (MS-B503/B8). M2 33.20

23 Welded steel fabric reinforcement of 100mm x 200mm mesh weighing 6.97kg/m2 ditto (MS-B636/B9). M2 39.00

24 Welded steel fabric reinforcement of 200mm x 200mm mesh weighing 2.22kg/ms ditto(MS-A142/A6). M2 12.50

25 Welded steel fabric reinforcement of 200mm x 200mm mesh weighing 3.02kg/ms ditto(MS-A193/A7). M2 17.00

26 Welded steel fabric reinforcement of 200mm x 200mm mesh weighing 3.95 kg/m2 ditto (MS - A252/A8). M2 22.50

27 Welded steel fabric reinforcement of 200mm x 200mm mesh weighing 4.99 kg/m2 ditto (MS-A318/A9). M2 28.00

28 Welded steel fabric reinforcement of 200mm x 200mm mesh weighing 6.16kg/ms ditto(MS-A393/A10). M2 35.00

29 Expanded metal reinforcement of 100mm x 400mm weighing 2.61kg/ms (MS-C283/ C6). M2 14.60

30 Expanded metal reinforcement of weighing 4.34 kg/ms (MS-C503/ C8). M2 24.30

SOR BUILDING 2008/Page 10 of 41

Page 23: Sor Building 2008

C CONCRETOR... (CONT'D)

Item Description Unit Rate (RM)No.

31 Mild steel fabric mesh reinforcement :

a) BRC 65. M2 8.80

b) BRC 66. M2 7.40

c) BRC 610. M2 5.20

Sawn Formwork As Specified

32 To sides of foundation and ground beam. M2 32.00

33 To sides of wall. M2 32.00

34 To sides of column, staircase, lintols etc. M2 33.00

35 To sides and soffit of beam. M2 33.00

36 To soffit of suspended floor slab, roof slab, landing slab etc. M2 35.00

37 Extra over last four items for sloping surfaces. M2 2.50

38 Extra over formwork for curved on plan and elevation to varying radius. M2 5.00

39 Extra over for strutting to soffits of slab/ beams exceeding 3.60m high for every600mm stages. M2 4.00

40 Extra over sawn formwork for wrot surfaces. M2 6.00

41 Extra over sawn formwork for patterned formwork with fillets at 150mm centresor in 150mm wide "V" jointed timber boards. M2 15.00

42 12mm Bitumen impregnated fibreboard 150mm wide as expansion joint filler inreinforced concrete structure including filling 10mm x 10mm recess with nonshrinkable mastic grouting. M 28.00

Precast Concrete Work

43 150 mm Wide internal precast reinforced concrete (Grade 25) half roundsurface water drain channel including bends, junctions etc. finished fair onexposed surfaces and bedding as specified, including all necessary excavationsand part backfill. M 22.00

44 225 mm Wide internal precast reinforced concrete (Grade 25) half roundsurface water drain channel including bends, junctions etc. finished fair onexposed surfaces and bedding as specified, including all necessary excavationsand part backfill. M 33.00

45 300 mm Wide internal precast reinforced concrete (Grade 25) half roundsurface water drain channel including bends, junctions etc. finished fair onexposed surfaces and bedding as specified, including all necessary excavationsand part backfill. M 36.00

SOR BUILDING 2008/Page 11 of 41

Page 24: Sor Building 2008

C CONCRETOR... (CONT'D)

Item Description Unit Rate (RM)No.

46 375 mm Wide internal precast reinforced concrete (Grade 25) half roundsurface water drain channel including bends, junctions etc. finished fair onexposed surfaces and bedding as specified, including all necessary excavationsand part backfill. M 45.00

47 450mm x 450mm x 75mm Thick precast reinforced concrete (Grade 25)'longkang pencegah malaria' finished fair on exposed surfaces and bedding asspecified including all necessary excavation. M 112.00

48 50mm Thick precast reinforced concrete (Grade 25) drain cover with andincluding one layer of fabric reinforcement, weighing 2.35kg/m2 (A6). M2 35.00

49 112mm x 150mm Precast concrete (Grade 25) lintol including formwork butexcluding reinforcement. M 17.00

DAMP PROOF MEMBRANE

50 `Pabkote No.3' or other approved bituminous damp proof membrane applied onconcrete surfaces all to the approval of the S.O and in accordance with themanufacturer's instruction. M2 5.00

51 Bitumen based expansion joints for concrete pavement. M 10.00

SOR BUILDING 2008/Page 12 of 41

Page 25: Sor Building 2008

D BRICKLAYER

Item Description Unit Rate (RM)No.

1 One brickwall in common bricks in cement mortar (1:6) as specified. M2 64.00

2 Ditto in cement mortar (1:3) as specified. M2 72.00

3 Half brickwall in common bricks in cement mortar (1:6) reinforced with andincluding brick reinforcement at every fourth course. M2 34.00

4 Ditto in cement mortar (1:3) reinforced with and including brick reinforcement atevery fourth course. M2 36.00

5 Extra over common brickwork for fair face in cement mortar (1:6) pointing onone side only as specified. M2 8.00

6 Half brickwall built honey-comb in cement mortar (1:6) with 113mm spaces asspecified. M2 25.00

7 Half brickwall built entirely of facing bricks in gauged mortar (1:1:6) stuckweather pointing as specified. M2 72.00

8 One brickwall in cement bricks in cement mortar (1:6) as specified. M2 65.00

9 One brickwall in cement bricks in cement mortar (1:3) as specified. M2 68.00

10 Half brickwall in cement bricks in cement mortar (1:6) reinforced with andincluding brick reinforcement at every fourth course. M2 34.00

11 Half brickwall in cement bricks in cement mortar (1:3) reinforced with andincluding brick reinforcement at every fourth course. M2 36.00

12 One brickwall in calcium cilicate bricks in cement mortar (1:6) as specified. M2 68.00

13 One brickwall in calcium cilicate bricks in cement mortar (1:3) as specified. M2 70.00

14 Half brickwall in calcium cilicate bricks in cement mortar (1:6) reinforced withand including brick reinforcement at every fourth course. M2 35.00

15 Half brickwall in calcium cilicate bricks in cement mortar (1:3) reinforced withand including brick reinforcement at every fourth course. M2 36.00

16 Damp proof courses as specified (measured nett with no allowance made forlaps in various widths as specified). M2 18.00

17 90mm Thick precast cement and sand hollow blocks in cement mortar (1:6) asspecified. M2 27.00

18 90mm Thick precast cement and sand hollow blocks in cement mortar (1:3) asspecified. M2 33.00

19 114mm Thick precast cement and sand hollow blocks in cement mortar (1:6) asspecified. M2 30.00

SOR BUILDING 2008/Page 13 of 41

Page 26: Sor Building 2008

D BRICKLAYER... (CONT'D)

Item Description Unit Rate (RM)No.

20 114mm Thick precast cement and sand hollow blocks in cement mortar (1:3) asspecified. M2 40.00

21 190mm Thick precast cement and sand hollow blocks in cement mortar (1:6) asspecified. M2 70.00

22 190mm Thick precast cement and sand hollow blocks in cement mortar (1:3) asspecified. M2 80.00

23 450mm Thick limestone rubble walling in cement mortar (1:3) as specified. M2 175.00

24 450mm Thick granite rubble walling in cement mortar (1:3) as specified. M2 195.00

25 Extra over uncourse random stone walling for fair face in cement mortar (1:3)and pointing as specified. M2 28.00

26 Extra over for squared rubble fair face and pointed as specified. M2 50.00

SOR BUILDING 2008/Page 14 of 41

Page 27: Sor Building 2008

E DRAINLAYER

Item Description Unit Rate (RM)No.

1 Excavate trench for 100mm diameter drains and bed 400mm wide not exceeding1.50m deep and average 900mm deep and back filling trench including removingsurplus soil and deposit and spread and level on site as specified. M 6.00

2 Excavate trench for 100mm diameter drains and bed 400mm wide exceeding1.50m deep but not exceeding 3.00m deep and average 1.80m deep and backfilling trench including removing surplus soil and deposit and spread and level onsite as specified. M 12.00

3 Excavate trench for 150mm diameter drains and bed 450mm wide not exceeding1.50m deep and average 900mm deep and back filling trench including removingsurplus soil and deposit and spread and level on site as specified. M 8.00

4 Excavate trench for 150mm diameter drains and bed 450mm wide exceeding1.50m deep but not exceeding 3.00m deep and average 1.80m deep and backfilling trench including removing surplus soil and deposit and spread and level onsite as specified. M 15.00

5 150mm Concrete (Grade 20) bed 450mm wide under 100m diameter drain pipeand haunch as specified. M 33.00

6 150mm Concrete (Grade 20) bed 500mm wide under 150mm diameter drain pipeand haunch as specified. M 38.00

7 150mm Concrete (Grade 20) bed 500mm wide under 100mm diameter drain pipeand completely surround as specified. M 55.00

8 150mm Concrete (Grade 20) bed 500mm wide under 150mm diameter drain pipeand completely surround as specified. M 70.00

9 Concrete (Grade 25) in benching average thickness of 150mm to bottom ofmanhole finished to steep falls towards channels and rendered with and including13mm thick cement and sand (1:3) trowelled smooth. M2 65.00

10 13mm Thick cement and sand (1:3) waterproofed rendering as specified tointernal sides of manhole or septic tank. M2 22.00

11 100mm Diameter (medium duty) cast iron drains laid complete as specified. M 105.00

12 Extra over for bend. NO 18.00

13 150mm Diameter (medium duty) cast iron drains laid complete as specified. M 145.00

14 Extra over for bend. NO 43.00

15 100 mm Diameter UPVC Class "C" pipes laid and jointed with solvent weldcomplete with bend, sockets, etc as specified and in accordance withmanufacturer's instructions. M 28.50

SOR BUILDING 2008/Page 15 of 41

Page 28: Sor Building 2008

E DRAINLAYER…(CONT'D)

Item Description Unit Rate (RM)No.

16 Extra over for bend. NO 20.00

17 150 mm Diameter UPVC Class "C" pipes laid and jointed with solvent weld asspecifed and in accordance with manufacturer's instructions. M 53.00

18 Extra over for bend. NO 30.00

19 19mm Diameter mild steel rod 750mm girth bent as required and with ends splitcaulked and built into brickwork as step iron. NO 20.00

20 610mm x 457mm Coated cast iron light duty single seal flat type manhole coverand frame to BS.497 in grade "C" weighing 25.45kg including setting frame incement and sand ( 1:3 ) as specified and sealing cover with grease. NO 130.00

21 610mm x 457mm Coated cast iron light duty single seal flat type manhole coverand frame to BS.497 in grade "C" weighing 38.18kg including setting frame incement and sand ( 1:3 ) as specified and sealing cover with grease. NO 190.90

22 762mm x 762mm Coated cast iron medium duty single seal flat type manholecover and frame to BS.497 in grade "B" weighing 234.00kg including setting framein cement and sand ( 1:3 ) as specified and sealing cover with grease. NO 1,170.00

23 588mm Diameter coated cast iron heavy duty single seal flat type manhole coverand frame to BS.497 in grade "A" weighing 245.00kg including setting frame incement and sand ( 1:3 ) as specified and sealing cover with grease. NO 1,225.00

24 30mm - 100mm gauge graded limestone in filter bed as filter media. M3 85.00

25 100mm Diameter " Weidaline" HDPE corrugated perforated sub-soil drainage pipelaid minimum 550mm below ground level in suitable filter material complete withnon-woven geotextile, butt jointed and covered with cut-off halves of the same pipematerial, all to the manufacturer's instructions.

M 20.00

26 160mm Diameter " Weidaline" HDPE corrugated perforated sub-soil drainage pipelaid minimum 550mm below ground level in suitable filter material complete withnon-woven geotextile, butt jointed and covered with cut-off halves of the same pipematerial, all to the manufacturer's instructions.

M 45.00

SOR BUILDING 2008/Page 16 of 41

Page 29: Sor Building 2008

F ROOFER

Item Description Unit Rate (RM)No

1 0.48mm thick Spandek Hi-Ten Colorbond roofing sheet of approved colour fixedin accordance with Manufacturer's Instructions. M2 82.00

2 0.48mm thick Trimdek Hi-Ten Colorbond roofing sheet of approved colour fixedin accordance with Manufacturer's Instructions. M2 75.00

3 0.48mm thick Styledek II Colorbond roofing sheet of approved colour fixed inaccordance with Manufacturer's Instructions. M2 68.00

4 Kliplok Hi-Ten Colorbond roofing sheet of approved colour fixed in accordancewith Manufacturer's Instructions.i) 0.48mm thick. M2 86.00ii) 0.53mm thick. M2 93.00

5 0.48mm thick Colorbond flashing or ridges of same roofing material as above(Item 1 to 4). M2 64.00

6 0.48mm thick Styledek II/ ridge/ hip/ half round ridge capping Type S1 & S1A(2.44m length each). PIECE 90.00

7 0.48mm thick Kliplok/ Spandek/ Trimdek Ridge capping Type 1/2/2A (2.44mlength each). PIECE 90.00

8 Ditto but for Valley Gutter Type S2 (530mm girth and 2.44m length each). PIECE 90.00

9 Ditto but for Valley Gutter Type S3 (470mm girth and 2.44m length each). PIECE 90.00

10 0.48mm thick Besalon roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 90.00

11 0.48mm thick Multi Tile roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 80.00

12 0.48mm thick Megatile in MultiCote G6 of approved colour fixed in accordancewith Manufacturer's Instructions. M2 66.00

13 0.48mm thick Millennium tile roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 70.00

14 0.48mm thick Multi Klip I roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 90.00

15 0.48mm thick Multi Klip II roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 85.00

16 0.48mm thick Multi Span roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 76.00

17 0.48mm thick Multi Flex roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 71.00

18 0.48mm thick Mega Span roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 61.80

SOR BUILDING 2008/Page 17 of 41

Page 30: Sor Building 2008

F ROOFER…(CONT'D)

Item Description Unit Rate (RM)No

19 0.48mm thick Mega Flex roofing in MultiCote G6 of approved colour fixed inaccordance with Manufacturer's Instructions. M2 59.00

20 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 450 of same material as above (Item 10 to 13).(i) Single tone. PIECE 94.00(ii) Double tone. PIECE 103.00

21 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 300 of same material as above (Item 10 to 13).(i) Single tone. PIECE 72.00(ii) Double tone. PIECE 80.00

22 0.48mm thick flashing of same material as above (Item 10 to 13).(i) Single tone. M2 50.00(ii) Double tone. M2 55.00

23 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 450 of same material as above (Item 14 to 17). PIECE 94.00

24 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 300 of same material as above (Item 14 to 17). PIECE 72.00

25 0.48mm thick flashing of same material as above (Item 14 to 17). M2 62.00

26 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 450 of same material as above (Item 18 to 19). PIECE 72.00

27 0.48mm thick x 2.44m long Ridge cap/ valley gutter/ apron mould/ barge mouldType 300 of same material as above (Item 18 to 19). PIECE 53.00

28 0.48mm thick flashing of same material as above (Item 18 to 19). M2 38.40

SOR BUILDING 2008/Page 18 of 41

Page 31: Sor Building 2008

G CARPENTER AND JOINER

Item Description Unit Rate (RM)No.

The Following In Wrot Timber (Timber Species To Follow SG5 Of The Schedule Of Timber Species Page H/9 Of The Standard Specifications For Building Works) Unless Otherwise Stated.

1 Frames to doors, windows and vents including fixing (Type "SG1" to "SG4") . M3 3,220.00

2 Floor joists, roof trusses, rafters, ceiling joists and partitions including fixing (Type"SG1" to "SG4"). M3 3,000.00

3 Floor joist, roof trusses, rafters, ceiling joists, partitions and ramps including fixing.M3 2,500.00

4 38mm Thick framed, ledged and braced doors and windows including fixing butexcluding ironmongery (measured overall). M2 165.00

5 38mm Thick panelled doors and casement windows, open and rebated for glassor other infill (measured separately) including fixing but excluding ironmongery(measured overall). M2 168.00

6 51mm Thick louvred doors and windows including fixing but excludingironmongery (measured overall). M2 215.00

7 38mm Thick skeleton framed flush door covered both sides with 6mm thickplywood including fixing but excluding ironmongery (measured overall). M2 80.00

8 Approved one hour fire rated doors in timber frame including assembling all inaccordance with the manufacturer's instructions complete with accessories, singleleaf size 900mm x 2100mm x 44mm thick. NO 800.00

9 Approved one hour fire rated doors in timber frame including assembling all inaccordance with the manufacturer's instructions complete with accessories -Double leaf size 1800mm x 2100mm x 44mm thick. NO 1,600.00

10 Approved two hour fire rated doors in timber frame including assembling all inaccordance with the manufacturer's instructions complete with accessories, singleleaf size 900mm x 2100mm x 48mm thick. NO 1,350.00

11 Approved two hour fire rated doors in timber frame including assembling all inaccordance with the manufacturer's instructions complete with accessories -Double leaf size 1800mm x 2100mm x 48mm thick. NO 2,400.00

12 28mm Thick approved PVC flush door overall size 750mm x 2100mm includingfixing but excluding ironmongery. NO 100.00

13 38mm Thick approved PVC flush door overall size 875mm x 2100mm includingfixing but excluding ironmongery. NO 120.00

14 28mm Thick approved PVC sliding/folding door overall size 775mm x 2125mmincluding fixing but excluding ironmongery. NO 130.00

15 32mm Thick tongued and grooved floor boarding. M2 130.00

16 19mm Thick weather boarding (measured nett). M2 76.00

SOR BUILDING 2008/Page 19 of 41

Page 32: Sor Building 2008

G CARPENTER AND JOINER…(CONT'D)

Item Description Unit Rate (RM)No.

17 25mm Thick barge boards and fascias. M2 82.00

18 19mm Thick boarding in shelves. M2 72.00

19 13mm Thick "Damar Minyak" wall panelling comprising of 51mm x 13mm and25mm x 13mm strips fixed at 25mm apart as specified. M2 100.00

20 Moulded skirting, architrave, picture rails and cornices in (Type "SG6") includingfixing. M3 4,000.00

21 Staircase component in (Type "SG1" to "SG4") including fixing. M3 4,100.00

22 13mm Thick soft board in ceiling fixed complete including V-jointed and cutting. M2 38.00

23 3mm Thick asbestos cement sheeting in ceiling fixed complete as specified. M2 18.60

24 5mm Thick asbestos cement sheeting in ceiling fixed complete as specified. M2 22.00

25 6mm Thick asbestos cement sheeting in ceiling fixed complete as specified. M2 26.00

26 9mm Thick chipboard in ceiling fixed complete butt or V-jointed and cutting. M2 21.60

27 13mm Thick chipboard in ceiling fixed complete butt or V-jointed and cutting. M2 26.40

28 9mm Thick gypsum plaster board in ceiling fixed complete including cutting. M2 25.00

29 6mm Thick cemboard in ceiling fixed complete as specified. M2 28.00

30 8mm Thick cemboard in ceiling fixed complete as specified. M2 29.00

31 10mm Thick cemboard in ceiling fixed complete as specified. M2 31.20

32 13mm Thick mineral fibre board ceiling, exposed lay in grid and complete withaluminium framing complete with suspension wire and other supports. M2 60.00

33 16mm Thick mineral fibre board ceiling, exposed lay in grid and complete withaluminium framing complete with suspension wire and other supports. M2 70.00

34 13mm Thick mineral fibre board ceiling with concealed metal suspension and jointedge. M2 80.00

35 16mm Thick mineral fibre board ceiling with concealed metal suspension and jointedge. M2 90.00

36 9mm Thick plain fibrous plastered ceiling board on and including galvanised ironsuspension system. M2 45.00

37 12mm Thick plain fibrous plastered ceiling board on and including galvanised ironsuspension system. M2 55.00

38 65mm x 65mm fibrous plastered plain cornice. M 18.00

39 13mm thick Softboard in ceiling fixed complete including V-jointing and cutting. M2 25.00

SOR BUILDING 2008/Page 20 of 41

Page 33: Sor Building 2008

G CARPENTER AND JOINER…(CONT'D)

Item Description Unit Rate (RM)No.

40 3mm thick "UAC" cement sheeting fixed. M2 10.00

41 4.2mm thick "UAC" cement sheeting fixed. M2 13.20

42 50mm x 13mm Thick timber strip ceiling fixed with 13mm gap in between. M2 98.00

43 6mm Thick plywood panel (one side) in partition including fixing but excludingframing. M2 18.00

44 10mm Thick plywood panel (one side) in partition including fixing but excludingframing. M2 23.00

45 13mm Thick plywood panel (one side) in partition including fixing but excludingframing. M2 32.00

46 6mm Thick approved cement board (one side) in partition including fixing butexcluding framing. M2 23.80

47 12mm Thick approved cement board (one side) in partition including fixing butexcluding framing. M2 31.80

48 24mm Thick approved cement board (one side) in partition including fixing butexcluding framing. M2 60.00

49 9mm Thick approved gypsum board (one side) in partition including fixing butexcluding framing. M2 40.00

50 12mm Thick approved gypsum board (one side) in partition including fixing butexcluding framing. M2 36.00

51 1mm Thick "Formica" or equivalent laminated plastic sheeting including fixing. M2 54.00

52 50mm Thick "Insulite" woodwool-slabs including fixing. M2 66.00

53 32mm Thick perforated acoustic boards fixed to walls as specified. M2 145.00

54 50mm Thick resilient and flexible bounded fine glass fibre mat lining (density 10kg/m3) and fixing to wall as specified. M2 12.50

55 Layer of single sided reinforced aluminium foil insulation laid to slope with 150mmlaps (measured nett-no allowance made for laps). M2 2.80

56 Layer of double sided reinforced aluminium foil insulation laid to slope with150mm laps (measured nett-no allowance made for laps). M2 5.50

57 50mm thick (min 10kg/m3) fibreglass insulation laid and fixed. M2 6.00

58 25mm Thick "Rockwool" or equivalent mineral woolslab sandwiched betweentimber framing (measured separately). M2 7.20

59 50mm thick "Rockwool" or equivalent mineral wool slab insulation laid to fall onroof framing (measured separately). M2 19.00

60 Galvanised chicken wire netting 25mm x 25mm grid, fixed with tying wire topurlins including 150mm laps (measured nett-no allowance made for laps). M2 2.50

SOR BUILDING 2008/Page 21 of 41

Page 34: Sor Building 2008

H IRONMONGERY

Item Description Unit Rate (RM)No.

Supply and fix the following ironmongery:

1 75mm Steel butt hinges (75mm x 60mm). PR 9.00

2 100mm Steel butt hinges (100mm x 60mm). PR 11.00

3 100mm Galvanised steel butt hinges. PR 13.00

4 75mm Brass butt hinges (75mm x 60mm). PR 14.00

5 100mm Brass butt hinges (100mm x 60mm). PR 18.00

6 100mm Stainless steel butt hinges. PR 25.00

7 75mm Counter flap brass hinges. PR 33.00

8 150mm Brass cabin hook and eye. NO 14.40

9 100mm Cabinet "D" handle. NO 9.70

10 150mm Cabinet "D" handle. NO 11.50

11 1 set 300mm standard galvanised steel adjustable friction stay. NO 26.50

12 1 set 300mm standard stainless steel adjustable friction stay. NO 40.00

13 Window spring catch. NO 14.00

14 Window fastener. NO 19.00

15 Window handle (casement window handle bronze aluminium). NO 15.00

16 Extruded aluminium hat and coat hook with rubber buffer. NO 17.50

17 300mm Nylon cranked pull door handle. NO 105.00

18 200mm Surface mounted Brass barrel bolt. NO 19.60

19 250mm Surface mounted Brass barrel bolt. NO 25.20

20 150mm x 19mm Aluminium lever action flush bolt. NO 23.00

21 200mm x 19mm Aluminium lever action flush bolt. NO 27.20

22 150mm x 25mm Stainless steel flush bolt. NO 22.80

23 300mm x 25mm Stainless steel flush bolt. NO 31.60

24 100mm x 50mm Flush pull. NO 19.40

25 37.50mm Brass cylinder padlock. NO 45.00

26 50mm Brass cylinder padlock. NO 55.00

SOR BUILDING 2008/Page 22 of 41

Page 35: Sor Building 2008

H IRONMONGERY….(CONT'D)

Item Description Unit Rate (RM)No.

Supply and fix the following ironmongery (Cont'd)

27 62.50mm Brass cylinder padlock. NO 85.00

28 Light duty door closer. NO 105.00

29 Heavy duty door closer. NO 150.00

30 Double action floor spring. NO 600.00

31 40mm/38mm Diameter rubber door stop. NO 2.90

32 Door selector. NO 83.00

33 50mm Brass cupboard lock. NO 21.60

34 62.50mm Cylinder sliding cupboard lock. NO 51.70

35 Bathroom indicating bolt. NO 41.80

36 2 lever mortice lockset (CROWN or other approved equivalent). NO 55.00

37 2 lever rebated mortice lockset (CROWN or other approved equivalent). NO 65.00

38 3 lever mortice lockset (CROWN or other approved equivalent). NO 80.00

39 3 lever rebated mortice lockset (CROWN or other approved equivalent). NO 90.00

40 Thumb turn cylinder deadlock in stainless steel finish. NO 185.00

41 Double cylinder deadlock. NO 200.00

42 60mm Cylindrical mortice door lock (5 pins thumb turn button). NO 100.00

43 60mm Ditto but rebated (5 pins thumb turn button). NO 110.00

44 70mm Brass ball catch. NO 16.00

SOR BUILDING 2008/Page 23 of 41

Page 36: Sor Building 2008

I STEEL AND IRONWORKER

Item Description Unit Rate (RM)No.

1 Rolled mild steel in roof trusses, braces, gusset plates, bearing plates etc.including rivetting, welding, bolting, hoisting and fixing. KG 6.50

2 Rolled mild steel in angles, joists, channels, plates, etc. including cutting,drilling, assembling, welding, rivetting, bolting etc. KG 7.00

3 Mild steel hollow sections including cutting, drilling, assembling, welding etc. KG 7.00

4 1.0mm Thick galvanised steel window or door frame including cutting, drilling,assembling, welding, rivetting, bolting etc. M 23.00

5 Supply and fix the following mild steel bolts complete with nuts and washers:-

a) 19mm - 25mm Diameter bolts. KG 12.00

b) 13mm - 16mm Diameter bolts. KG 12.00

c) 9mm Diameter bolts. KG 12.00

d) 8mm Diameter bolts. KG 12.00

e) 6mm Diameter bolts. KG 12.00

6 50mm x 50mm x 2mm Thick galvanised wire mesh. M2 12.00

7 50mm x 25mm x 2mm Thick galvanised wire mesh. M2 18.00

8 Pair of self finished electro galvanised steel adjustable louvre style, 4 bladesand fixing (single control). NO 19.50

9 Add/deduct for each additional/less louvre blade. NO 5.50

10 Pair of self finished galvanised pressed steel adjustable louvre style, 8 bladesand fixing (single control). NO 22.50

11 Pair of self finished galvanised pressed steel adjustable louvre style, 8 bladesand fixing (double control). NO 24.00

12 Add/deduct for each additional/less louvre blade. NO 5.50

13 10mm Diameter mild steel burglar bars and fixing. M 6.00

14 12mm Diameter mild steel burglar bars and fixing. M 8.50

15 Supply and fix 1.0mm thick natural anodised aluminium side hung casementwindow complete with all necessary framing and accessories (glass measuredseparately) and fixing. M2 250.00

16 Supply and fix window grille comprising of 20mm x 20mm mild steel hollowsection framing infilled with 20mm x 3.2mm thick mild steel plate set inrectangular design at 100mm centres, all welded together including painting. M2 145.00

SOR BUILDING 2008/Page 24 of 41

Page 37: Sor Building 2008

I STEEL AND IRONWORKER….(CONT'D)

Item Description Unit Rate (RM)No.

17 Supply and fix door grille comprising of 20mm x 20mm mild steel hollow sectionframing infilled with 20mm x 3.2mm thick mild steel plate set in rectangulardesign at 100mm centres, all welded together including painting. M2 192.00

18 Supply and fix 1.0mm thick natural anodised aluminium two panel slidingwindow complete with all necessary framing and accessories, beading on topand bottom of frame (glass measured separately) and fixing. M2 230.00

19 Supply and fix 1.0mm thick natural anodised aluminium three panel sliding doorcomplete with all necessary framing and accessories, beading on top andbottom of frame (glass measured separately) and fixing. M2 260.00

20 Supply and install mild steel collapsible door including channel, tracks, guides,etc. and fixing. M2 340.00

21 Mosquito-proof netting - aluminium wire mesh fixed (frames and beadsmeasured separately). M2 3.50

22 Mosquito-proof netting - nylon wire mesh fixed (frames and beads measuredseparately). M2 1.50

SOR BUILDING 2008/Page 25 of 41

Page 38: Sor Building 2008

J PAVIOR, PLASTERER AND TILE FIXER

Item Description Unit Rate (RM)No.

1 20mm Thick cement and sand (1:2) waterproofed rendering (Sika 1 orequivalent), to manufacturer's instruction on concrete slab. M2 20.50

2 32mm Thick cement and sand (1:2) waterproofed rendering (Sika 1 orequivalent), to manufacturer's instruction on concrete slab. M2 28.60

3 20mm Thick cement and sand (1:2) skirting 150mm high with rounded top edgeand coved at bottom. M 13.00

4 20mm Thick cement and sand (1:3) rendering to floor as specified. M2 12.00

5 25mm Thick cement and sand (1:3) rendering to floor as specified. M2 13.80

6 38mm Thick cement and sand (1:3) rendering to floor as specified. M2 19.00

7 20mm Thick ditto skirting 100mm high as specified. M 5.00

8 20mm Thick cement and sand (1:3) rendering to floor in coloured cement asspecified. M2 14.80

9 25mm Thick cement and sand (1:3) rendering to floor in coloured cement asspecified. M2 16.80

10 38mm Thick cement and sand (1:3) rendering to floor in coloured cement asspecified. M2 20.90

11 20mm Thick ditto skirting 100mm high as specified. M 5.00

12 200mm x 200mm x 7mm Thick non-slip ceramic tiles including mortar andscreeding as specified. M2 67.00

13 300mm x 300mm x 8mm Thick non-slip ceramic tiles including mortar andscreeding as specified. M2 76.00

14 300mm x 300mm x 8mm Thick ceramic tiles including screeding as specified. M2 68.00

15 100mm High skirting for 200mm x 7mm thick ceramic tiles as specified. M 13.60

16 100mm High skirting for 300mm x 8mm thick ceramic tiles as specified. M 15.00

17 200mm x 200mm x 7mm Thick non-slip heavy duty homogenous tiles including mortar screed as specified. M2 75.00

18 300mm x 300mm x 8.5mm Thick non-slip heavy duty homogenous tilesincluding mortar screed as specified. M2 78.90

19 100mm High skirting for 200mm x 8mm heavy duty homogenous ceramic tilesas specified. M 15.90

20 100mm High skirting for 300mm x 8.5mm heavy duty homogenous ceramictiles as specified. M 17.00

SOR BUILDING 2008/Page 26 of 41

Page 39: Sor Building 2008

J PAVIOR, PLASTERER AND TILE FIXER…(CONT'D)

Item Description Unit Rate (RM)No.

21 100mm x 200mm x 9mm Thick quarry tile flooring as specified. M2 70.40

22 Quarry tile skirting 100mm high. M 12.00

23 10mm thick "Selangan Batu" parquet flooring of approved pattern with andincluding approved adhesive on cement and sand screed (measured separately)to floor. M2 70.00

24 10mm thick "Kempas" parquet flooring of approved pattern with and includingapproved adhesive on cement and sand screed (measured separately) to floor. M2 65.00

25 275mm High riser for "Selangan Batu" parquet flooring with rounded top edge. M 25.00

26 550mm High riser for "Selangan Batu" parquet flooring with rounded top edge. M 50.00

27 13mm x 75mm High timber skirting to match parquet flooring. M 14.00

28 2mm Thick Vinyl tile flooring as specified including screed. M2 42.00

29 100mm High vinyl skirting. M 12.00

30 35mm x 4mm Aluminium dividing strip fixed and cast in floor finish as specified. M2 11.00

31 16mm Thick cement mortar (1:6) with plasticiser plastering in two coats asspecified to walls. M2 13.00

32 12mm Thick cement mortar (1:6) with plasticiser plastering in two coats asspecified to soffit, beam etc. M2 12.00

33 20mm Thick cement and sand (1:3) plastering in two coats as specified onwalls. M2 15.00

34 200mm x 200mm x 7mm Thick coloured glazed wall tiles, first quality fixedincluding screed and all internal and external angles, coved and round edgedtiles and all cutting and fixing as specified. M2 61.50

SOR BUILDING 2008/Page 27 of 41

Page 40: Sor Building 2008

K PLUMBER

Item Description Unit Rate (RM)No.

1 Galvanised iron 16 gauge (1.55mm) in flashing, collars etc. including jointingand cutting fixed as specified. M2 78.50

2 Galvanised iron 18 gauge (1.2mm) in flashing, collars etc. including jointing andcutting fixed as specified. M2 71.30

3 Galvanised iron 16 gauge (1.55mm) in valley gutters and gutter lining includingjointing and cutting fixed as specified. M2 83.30

4 Galvanised iron 22 gauge (0.77mm) 100mm diameter half round eave guttersincluding jointing and fixing with brackets as specified. M 30.60

5 Extra over for stopped end, angle or outlet. NO 12.60

6 Galvanised iron 22 gauge (0.77mm) rainwater box gutter, 600mm girth (200mmx 200mm) including fixing to timber and cutting hole for downpipe. M 47.50

7 Extra over for stopped end, angle or outlet. NO 12.70

8 Galvanised iron 22 gauge (0.77mm) 100mm diameter rainwater downpipe withsocketed joints, jointed in red lead and fixed to wall with pipe nails, holderbats orbrackets. M 25.20

9 Extra over for bend, swan neck or shoes. NO 11.40

10 Galvanised iron 22 gauge (0.77mm) 100mm x 75mm rainwater downpipe andfixed to wall with approved holderbats. M 32.80

11 Extra over for bend, shoes and short lengths. NO 11.00

12 75mm Diameter Class B UPVC rainwater down pipe jointed with socketconnectors and fixed to wall with brackets and distance pieces. M 20.80

13 Extra over for bend (elbow). NO 15.00

14 100mm Diameter Class B UPVC rainwater downpipe jointed with socketconnectors and fixed to wall with brackets and distance pieces. M 25.20

15 Extra over for bend (elbow). NO 30.00

16 155mm Diameter Class B UPVC rainwater downpipe jointed with socketconnectors and fixed to wall with brackets and distance pieces. M 40.30

17 Extra over for bend (elbow). NO 75.00

18 150mm Half round PVC rainwater gutter including jointing and fixing withbrackets. M 34.70

19 Extra for stopped end. NO 12.30

20 Approved galvanised iron wire balloon grating and fixing to end of 100mmdiameter pipe. NO 7.70

SOR BUILDING 2008/Page 28 of 41

Page 41: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

21 50mm Diameter medium duty coated cast iron soil, waste and ventilating pipeas specified. M 40.00

22 Extra over for bend. NO 21.50

23 50mm Diameter medium duty coated cast iron soil, waste and ventilating pipefor 45 degree Y junction with back door. NO 42.00

24 75mm Diameter medium duty coated cast iron soil, waste and ventilating pipeas specified. M 61.00

25 Extra over for bend. NO 28.80

26 75mm Diameter medium duty coated cast iron soil, waste and ventilating pipefor 45 degree Y junction with back door. NO 52.50

27 100mm Diameter medium duty coated cast iron soil, waste and ventilating pipeas specified. M 76.00

28 Extra over for bend. NO 34.70

29 100mm Diameter medium duty coated cast iron soil, waste and ventilating pipefor 45 degree Y junction with back door. NO 63.00

30 150mm Diameter medium duty coated cast iron soil, waste and ventilating pipeas specified. M 113.00

31 Extra over for bend. NO 64.00

32 150mm Diameter medium duty coated cast iron soil, waste and ventilating pipefor bend with cleaning eye. NO 90.00

33 High Density Polyethylene Polystor (HDPE) or equivalent watertank with lid fixed complete:-

a) Size 400 gallons (nominal). NO 800.00

b) Size 250 gallons (nominal). NO 500.00

c) Size 200 gallons (nominal). NO 420.00

d) Size 100 gallons (nominal). NO 205.00

34 a) 19mm Flanged tank connection and jointed to galvanised mild steel tubingand mild steel cistern including welding flange to and perforation in cistern. NO 9.80

b) 25mm Ditto. NO 12.00

c) 32mm Ditto. NO 16.50

d) 38mm Ditto. NO 20.50

e) 50mm Ditto. NO 28.70

f) 75mm Flanged tank connection and jointed to galvanised mild steel tubingand mild steel cistern including welding flange to and perforation in cistern. NO 46.60

SOR BUILDING 2008/Page 29 of 41

Page 42: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

35 a) 19mm High pressure equilibrium ball valve as specified with plastic ball andthread brazed on brass stem and body with flynut and lead washers and fixingto cistern including drilling cistern and jointing to cold water tubing. NO 42.40

b) 25mm Ditto. NO 55.40

36 a) 19mm High pressure equilibrium ball valve as specified with blown copperball and thread brazed on brass stem and body with flynut and lead washersand fixing to cistern including drilling cistern and jointing to cold water tubing. NO 89.70

b) 25mm Ditto. NO 157.00

c) 32mm Ditto. NO 362.20

d) 38mm Ditto. NO 392.00

e) 50mm Ditto. NO 614.50

f) 75mm Ditto. NO 1,273.70

g) 100mm Ditto. NO 1,706.00

37 a) 13mm Pressure screw down stopcock and jointed to galvanised mild steeltubing both ends. NO 9.00

b) 19mm Ditto. NO 13.40

c) 25mm Ditto. NO 19.50

d) 32mm Ditto. NO 53.70

e) 38mm Ditto. NO 63.00

f) 50mm Ditto. NO 93.40

38 a) 13mm Diameter galvanised mild steel tubing in Class "C" as specifiedincluding couplings, connectors, bends, elbows and tees. M 13.00

b) 19mm Ditto. M 15.40

c) 25mm Ditto. M 23.60

d) 32mm Ditto. M 34.00

e) 38mm Ditto. M 46.80

f) 50mm Ditto. M 53.80

g) 63mm Ditto. M 79.50

h) 75mm Ditto. M 104.50

i) 100mm Ditto. M 151.00

SOR BUILDING 2008/Page 30 of 41

Page 43: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

39 a) 13mm Diameter galvanised mild steel tubing in Class "B" including allnecessary bends, elbows, tees, fixed complete as specified. M 10.00

b) 19mm Ditto. M 14.00

c) 25mm Ditto. M 20.00

d) 32mm Ditto. M 30.40

e) 38mm Ditto. M 39.30

f) 50mm Ditto. M 49.40

g) 63mm Ditto. M 74.50

h) 75mm Ditto. M 99.40

i) 100mm Ditto M 147.20

40 a) 15mm Diameter UPVC pipe in Class "D" including fixing as specified. M 5.10

b) 20mm Ditto. M 6.00

c) 25mm Ditto. M 7.60

41 a) 32mm Diameter UPVC pipe in Class "D" including fixing as specified. M 7.40

b) 40mm Ditto. M 8.70

c) 50mm Ditto. M 12.50

d) 75mm Ditto. M 19.40

e) 100mm Ditto. M 35.00

42 UPVC fittings as specified:-

a) 15mm Diameter elbow. NO 1.50

b) 20mm Ditto. NO 2.10

c) 25mm Ditto. NO 3.00

d) 32mm Ditto. NO 4.50

e) 40mm Ditto. NO 6.00

f) 50mm Ditto. NO 9.00

g) 75mm Ditto. NO 16.00

h) 100mm Ditto. NO 30.50

SOR BUILDING 2008/Page 31 of 41

Page 44: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

43 UPVC fittings as specified:-

a) 15mm Diameter bend. NO 1.80

b) 20mm Ditto. NO 2.50

c) 25mm Ditto. NO 4.00

d) 32mm Diameter bend. NO 5.40

e) 40mm Ditto. NO 7.00

f) 50mm Ditto. NO 10.40

g) 75mm Ditto. NO 18.70

h) 100mm Ditto. NO 30.90

44 UPVC fittings as specified:-

a) 15mm Diameter tee. NO 2.40

b) 20mm Ditto. NO 3.40

c) 25mm Ditto. NO 5.00

d) 32mm Ditto. NO 6.90

e) 40mm Ditto. NO 8.80

f) 50mm Ditto NO 12.50

g) 75mm Ditto. NO 22.70

h) 100mm Ditto. NO 47.60

45 UPVC fittings as specified:-

a) 15mm Diameter socket double end. NO 2.30

b) 20mm Ditto. NO 3.30

c) 25mm Ditto. NO 4.30

d) 32mm Ditto. NO 5.30

e) 40mm Ditto. NO 6.90

f) 50mm Ditto. NO 9.50

g) 75mm Ditto. NO 11.40

h) 100mm Ditto. NO 21.70

46 HDPE pipe grade PN 10 including fixing as specified:-

SOR BUILDING 2008/Page 32 of 41

Page 45: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

a) 25mm Diameter. M 3.00

b) 32mm Ditto. M 3.50

c) 50mm Ditto. M 6.50

d) 75mm Ditto. M 16.80

47 HDPE pipe fittings as specified:-

a) 25mm Diameter 90 deg. Elbow. NO 7.00

b) 32mm Ditto. NO 9.40

c) 50mm Ditto. NO 21.50

d) 75mm Ditto. NO 36.00

48 HDPE pipe fittings as specified:-

a) 25mm Diameter equal tee. NO 9.30

b) 32mm Ditto. NO 12.70

c) 50mm Ditto. NO 27.40

d) 75mm Ditto. NO 50.00

49 HDPE pipe fittings as specified:-

a) 25mm Diameter Straight Coupler. NO 6.90

b) 32mm Ditto. NO 9.20

c) 50mm Ditto. NO 19.60

d) 75mm Ditto. NO 36.60

50 HDPE pipe fittings as specified:-

a) 25mm Diameter Male Threaded Adaptor (MTA). NO 4.80

b) 32mm Ditto. NO 5.80

c) 50mm Ditto. NO 14.00

d) 75mm Ditto. NO 28.60

51 HDPE pipe fittings as specified:-

a) 25mm Diameter Female Threaded Adaptor (FTA). NO 5.00

b) 32mm Ditto. NO 7.10

c) 50mm Ditto. NO 15.70

SOR BUILDING 2008/Page 33 of 41

Page 46: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

52 HDPE pipe fittings as specified:-

a) 25mm Diameter Reducer Coupling. NO 7.00

b) 32mm Ditto. NO 9.10

c) 50mm Ditto. NO 19.80

d) 75mm Ditto. NO 41.50

53 Supply and fix the following sanitary fittings:-

a) 150mm x 150mm Semi-recessed, white glazed vitreous china toilet rollholder. NO 35.80

b) 150mm x 150mm Semi-recessed white glazed vitreous china soap holder. NO 35.80

c) 300mm x 150mm White glazed vitreous china recessed combined soap dishand sponge holder. NO 68.30

d) 550mm x 125mm Plate glass shelf complete with chromium plated brassbrackets. NO 33.30

e) 600mm x 25mm Diameter chromium plated towel rail with ball and bracketsfor fixing. NO 106.70

f) 550mm x 400mm Bevelled edged plate glass mirror complete with 3mm thickplywood backing and fixed with chromium plated dome headed fixing screwsand cork washers. NO 48.80

g) 12mm Chromium plated bib tap. NO 44.00

h) 12mm Wall mounted mixer with 150mm lever swivel anti splash nozzle orapproved equivalent. NO 89.00

i) 576mm x 426mm Wash basin in white vitreous china complete with 13mmchromium plated tap blank, tap hole stopper, 32mm "P" trap including 38mm'seal' waste fitting with chain and plug and painted bracket support. NO 174.80

j) Ditto with two 13mm chromium plated taps, marked 'hot' and 'cold'. NO 263.40

k) 500mm x 420mm Wall hung clinical wash hand basin in white vitreous chinawith taphole, overflow & chainhole. NO 1,198.70

l) White vitreous china sink size 352mm x 352mm x 228mm complete with38mm trap including 13mm chromium plated pillar tap etc. as specified. NO 192.20

m) Ditto size 572mm x 356mm x 235mm complete with 38mm trap, 13mmchromium plated pillar tap etc. as specified. NO 271.40

n) Single bowl and single drainer stainless steel sink size 900mm x 450mm x169mm complete with 13mm chromium plated pillar tap, 38mm trap etc. asspecified. NO 170.00

SOR BUILDING 2008/Page 34 of 41

Page 47: Sor Building 2008

K PLUMBER…(CONT'D)

Item Description Unit Rate (RM)No.

Supply and fix the following sanitary fittings (Cont'd):-

o) Single bowl and single drainer stainless steel sink size 1050mm x 450mm x169mm complete with 13mm chromium plated pillar tap, 38mm trap etc. asspecified. NO 306.00

p) Double bowl and double drainer stainless steel sink 1800mm x 525mmcomplete with 13mm chromium plated pillar taps 38mm trap etc. as specified. NO 350.00

q) Squatting W.C. set including cistern as specified. NO 280.00

r) Pedestal W.C. set including cistern as specified. NO 350.00

s) White vitreous china long bath 1500mm x 750mm including 2 nos.chromium plated handles complete with wall mounted bath mixer, telephonehand shower set with flexible hose and wall brackets and 38mm chromiumplated bath pop-up waste with overflow pipe and 'P' trap. NO 1,329.50

t) 100mm Diameter chromium plated shower rose and arm with swivel jointcomplete with 13mm chrome plated stopcock. NO 75.00

u) White vitreous china single urinal bowl as specified including automaticcistern and chrome plated sparge pipes. NO 333.00

v) Ditto with (2) two bowls as specified. NO 625.60

w) Ditto with (3) three bowls as specified. NO 789.40

x) Vitreous china urinal division size 325mm x 600mm (approximately)complete with hangers or fixing screws. NO 128.80

y) Concealed Flush Valve. NO 539.20

z) Exposed Flush Valve. NO 367.80

54 Supply and lay HDPE Polysept or equivalent septic tank:a) 5 - 9 persons. NO 1,050.00b) 9 - 16 persons. NO 1,680.00c) 9 - 20 persons NO 2,520.00d) 16-25 persons. NO 4,060.00e) 25-60 persons. NO 8,260.00

SOR BUILDING 2008/Page 35 of 41

Page 48: Sor Building 2008

L GLAZIER

Item Description Unit Rate (RM)No.

1 4mm Thick clear sheet glass and glazing to wood or metal as specified. M2 43.50

2 5mm Ditto. M2 50.90

3 6mm Ditto. M2 60.90

4 4mm Thick clear sheet glass louvre blade 150mm wide as specified. M 7.00

5 5mm Ditto. M 8.10

6 6mm Ditto. M 9.50

7 4mm Thick clear float glass and glazing to wood or metal as specified. M2 51.90

8 5mm Ditto. M2 63.40

9 6mm Ditto. M2 72.00

10 4mm Thick clear float glass louvre blade 150mm wide as specified. M 8.30

11 5mm Ditto. M 10.00

12 6mm Ditto. M 11.40

13 4mm Thick obscured glass and glazing to wood or metal as specified. M2 38.30

14 5mm Ditto. M2 41.80

15 4mm Thick obscured glass louvre blade 150mm wide as specified. M 6.30

16 5mm Ditto. M 6.70

17 5mm Thick grey sheet glass and glazing to wood or metal as specified. M2 68.60

18 6mm Ditto. M2 73.70

19 5mm Thick grey sheet glass louvre blade 150mm wide as specified. M 10.80

20 6mm Ditto. M 11.60

21 5mm Thick dark grey float glass and glazing to wood or metal as specified. M2 84.40

22 6mm Ditto. M2 90.10

23 5mm Thick dark grey float glass louvre blade 150mm wide as specified. M 13.20

24 6mm Ditto. M 14.10

25 6mm Thick obscured wired glass and glazing to wood or metal as specified.M2 190.30

26 5mm Thick tinted glass and glazing to wood or metal as specified. M2 53.00

27 6mm Ditto. M2 61.00

SOR BUILDING 2008/Page 36 of 41

Page 49: Sor Building 2008

M PAINTER

Item Description Unit Rate (RM)No.

1 Knot, prime, stop and paint one undercoat and two finishing coats of glossenamel paint on woodwork. M2 16.00

2 Ditto on surfaces not exceeding 100mm girth. M 1.60

3 Ditto exceeding 100mm and not exceeding 200mm girth. M 2.40

4 Ditto exceeding 200mm and not exceeding 300mm girth. M 4.00

5 Clean down, prime and paint one undercoat and two coats of gloss enamelpaint on metal surfaces generally as specified. M2 16.00

6 Ditto on surfaces not exceeding 100mm girth. M 1.30

7 Clean down, prime and paint one undercoat and two coats of gloss enamelpaint on metal surfaces exceeding 100mm and not exceeding 200mm girth. M 2.40

8 Ditto exceeding 200mm and not exceeding 300mm girth. M 3.60

9 Clean down, prime and paint two coats of emulsion paint on walls and ceiling asspecified. M2 9.00

10 Stain and wax polish to approval on timber surfaces as specified. M2 12.00

11 Ditto on surfaces not exceeding 100mm girth. M 1.80

12 Ditto exceeding 100mm and not exceeding 200mm girth. M 3.40

13 Ditto exceeding 200mm and not exceeding 300mm girth. M 5.00

14 Prepare and apply two coats of floor dressing on parquet or other timberflooring. M2 25.00

15 Wood preservative, two coats on timber as specified. M2 6.00

16 Prepare and apply two coats of acrylic co-polymer resin based paint ("SandtexMatt" or equivalent) on walls and soffits. M2 18.00

17 Prepare, stain to approval and apply three coats of varnish on surfaces ofwoodwork. M2 14.00

18 Ditto on surfaces of woodwork not exceeding 100mm girth. M 1.50

19 Ditto exceeding 100mm and not exceeding 200mm girth. M 3.60

20 Ditto exceeding 200mm and not exceeding 300mm girth. M 4.00

21 Prepare and apply two coats of flame retardant paint (up to 600 degrees) onmetal surfaces. M2 25.00

22 Prepare and apply two coats of silicone-based water repellent solution on fair-face concrete and brickwork surfaces. M2 11.00

SOR BUILDING 2008/Page 37 of 41

Page 50: Sor Building 2008

N ROAD, CULVERT, FENCING, TURFING AND ROADSIDE DRAINS

Item Description Unit Rate (RM)No.

Roadwork

1 50mm Thick sand spread, levelled and compacted to falls and cambers. M2 2.50

2 200mm (finished) Thick crusher run base course consisting of two layer of125mm metal as specified spread and levelled. M2 10.00

3 300mm Thick crusher run spread, levelled and compacted to falls and cambers.M2 15.00

4 87.50mm (finished) Thick layer of wearing course consisting of two layers asspecified, the first layer 62mm thick made up to 37.50mm - 62.50mm aggregateand the 2nd layer 25.50mm thick made up of 25mm - 37.50mm aggregate,each layer spread and levelled and well rolled and compacted. M2 41.00

5 50mm Thick asphaltic concrete wearing course, spread, levelled and compactedto an even gradient and crossfalls. M2 23.50

6 40mm Ditto. M2 18.80

7 Apply one coat of 80/100 penetration bituminous binder seal as specified, at therate of 4.08 litres per square meter on wearing course, including blinding with19mm (nominal) aggregate and rolled. M2 5.00

8 Ditto but at the rate of 1.36 litres per square meter ditto. M2 3.10

9 Provide and lay 37.50mm thick premix carpet course consisting of stones ofmaximum size 19mm and including a layer of bituminous emulsion tack coatapplied at a rate of 0.435 litres per square meter. M2 20.00

10 Prepare and apply 2 coats approved road line paint as specified on premix road,100mm wide. M 1.20

11 3mm thick road markings (measured nett) and direction arrows in thermoplasticpaint. M2 18.00

Road Kerb

12 300mm x 150mm x 600mm Precast reinforced concrete (Grade 25) as specified kerb finished fair on exposed surfaces, bedded, jointed and pointed in cement mortar (1:3) including all necessary excavation, formwork and painting as specified. M 48.00

13 300mm x 150mm x 600mm Precast reinforced concrete (Grade 25) as specifiedkerb with scupper opening finished fair on exposed surfaces, bedded, jointedand pointed in cement mortar (1:3) including all necessary excavation, formworkand painting as specified. M 51.60

14 100mm x 300mm x 600mm Precast reinforced concrete (Grade 25) as specified kerb with splayed top finished fair on exposed surfaces, bedded, jointed and pointed in cement mortar (1:3) including all necessary excavation, formwork and painting as specified. M 43.20

SOR BUILDING 2008/Page 38 of 41

Page 51: Sor Building 2008

N ROAD, CULVERT, FENCING, TURFING AND ROADSIDE DRAINS…. (CONT'D)

Item Description Unit Rate (RM)No.

Culvert

15 Concrete (Grade 20) in culvert base, surround etc. M³ 250.00

16 Reinforced concrete (Grade 25) in culvert base, surround, head and wing walls. M³ 260.00

17 Sawn formwork to culvert base, surround, head and wing walls. M2 30.00

18 450mm Diameter precast reinforced spun concrete pipe type "S" and jointingwith and including precast concrete collars in cement mortar (1:1) includingforming fillet all round at each end of collars. M 285.00

19 600mm Ditto. M 386.00

20 750mm Ditto. M 462.00

21 900mm Ditto. M 567.00

22 1200mm Ditto. M 763.00

23 600mm x 600mm Box culvert including excavation and backfilling with approvedmaterials, concrete collars, handling, jointing, concrete bedding. M 390.00

24 750mm x 600mm Ditto. M 750.00

25 900mm x 750mm Ditto. M 900.00

26 900mm x 900mm Ditto. M 1,035.00

27 1200mm x 1200mm Ditto. M 1,325.00

28 1500mm x 1200mm Ditto. M 1,625.00

Fencing

29 Chain link fencing 1.50m high consisting of 50mm x 50mm x 6mm painted steelangle post at 3.00m centres with bottom end embedded in concrete (Grade 20)and with 50mm diamond mesh (No.10 S.W.G.) galvanised chain link fence,including three strands of No.8 galvanised straining wire and including 50mm x50mm x 6m painted steel angle corner struts with bottom end embedded in andincluding concrete (Grade 20) base. M 85.00

30 Ditto 50mm diamond mesh (No.12 S.W.G.) ditto. M 90.00

31 Ditto 65mm diamond mesh (No.10 S.W.G.) ditto. M 80.00

32 Ditto 65mm diamond mesh (No.12 S.W.G.) ditto. M 85.00

33 Extra over last 4 items for chain link fencing 1.8m high having three (3) strandsof two ply barb wire (13 gauge with 4 pointed barb at 75mm) on top. M 15.00

SOR BUILDING 2008/Page 39 of 41

Page 52: Sor Building 2008

N ROAD, CULVERT, FENCING, TURFING AND ROADSIDE DRAINS…. (CONT'D)

Item Description Unit Rate (RM)No.

34 PVC coated Chain link fencing 1.50m high consisting of 50mm x 50mm x 6mmpainted mild steel angle post at 3.00m centres with bottom end embedded inconcrete (1:3:6-25mm aggregate) and with 50mm diamond mesh (No. 10S.W.G.) pvc coated chain link fence, including three strands of No. 8 galvanisedstraining wire and including 50mm x 50mm x 6mm painted mild steel anglecorner struts with bottom end embedded in and including concrete (1:3:6-25mmaggregate) base. M 80.00

35 Mild steel double leaf gate size 4.90m wide x 1.50m high overall, each leafcomprising of 150mm wide frame constructed of 3mm thick mild steel platewelded to and including 2 No 25mm x 25mm x 3mm mild steel hollow sectionclosed at ends with 6mm thick mild steel plate, top and bottom rails constructedof 2 No 3mm thick mild steel plate welded to and including 2 No 50mm x 25mmx 3mm thick mild steel hollow section closed at ends with 6mm thick mild steelplate, infilled with 20mm x 20mm mild steel hollow section vertical members at125mm centres closed at ends with 6mm mild steel plate, with and includingmild steel bolt and sleeve, lock plate, butt hinges, welding and painting.

NO 2,145.00

36 Mild steel single leaf gate size 1.05m wide x 1.50m high ditto. NO 518.05

37 Mild steel sliding gate size 6.0m wide x 1.80m high, constructed of 100mm x50mm mild steel hollow gate frame all around including intermediate framing tobe welded together to infilled with 25mm x 25mm mild steel hollow at 150mmcentres, fixing all members together, filling all welds smooth complete withsliding gate roller track and painting with one coat metallic primer and three coatalkali resin base paint or equivalent and approved and all necessary works forproper completion. NO 3,307.70

Turfing

38 Spot turfing on level surfaces at 450mm centres in chequered pattern andincluding 50mm bed of black earth as specified. M2

3.30

39 Close turfing on level surfaces and including 50mm bed of black earth asspecified. M2

4.90

40 Close turfing to banks on and including 50mm bed of black earth and pegging,all as specified. M2

5.20

41 Turfing for playing fields including site preparation, 100mm thick river sand,100mm thick top soil, turfing with an average 50mm thick earth bed,compaction, watering, weed control, mowing and top dressing all as specified.

M2

7.80

Roadside Drains

42 300mm x 300mm Precast reinforced concrete semi elliptical channel 75mmthick including all necessary excavation. M 25.00

43 375mm x 375mm Ditto. M 35.00

44 450mm x 450mm Ditto. M 45.00

45 600mm x 600mm Ditto. M 70.00

SOR BUILDING 2008/Page 40 of 41

Page 53: Sor Building 2008

N ROAD, CULVERT, FENCING, TURFING AND ROADSIDE DRAINS…. (CONT'D)

Item Description Unit Rate (RM)No.

46 50mm Thick precast concrete cover slab 300mm wide cast in approximately600mm length, notched at ends and reinforced with and including one layer of150mm (6G) x 150mm (6G) steel fabric reinforcement and placing in position. M 22.50

47 60mm Thick approved interlocking concrete paver block as specified, laid onand including 30mm thick sand and 60mm thick hardcore bed and all necessaryexcavation, all in accordance with the manufacturer's instruction and asspecified.

M2

42.00

48 80mm Ditto. M2 61.80

49 100mm Ditto. M2 65.00

Gabion50 Supply and lay 2.0m x 1.0m x 1.0m PVC Coated wire mesh rock filled gabion

matress. M 357.30

Mild Steel Grating51 230mm x 600mm Mild steel grating drain cover with welded connection,

comprising 50mm x 50mm x 6mm thick angle all round, infilled with 40mm x6mm thick flats at 30mm centres, painted with one coat red oxide primer; set inand including forming rebate at top of drain. NO 46.00

52 600mm x 600mm Ditto. NO 110.00

53 1200mm x 1200mm Ditto. NO 426.00

54 850mm x 850mm Mild steel grating as sump cover ditto. NO 216.00

SOR BUILDING 2008/Page 41 of 41