pa sor pns
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1
SOR Premable Page 1
SCHEDULE OF RATES
1. All work materials and goods described in this Schedule of Rates shall be of the respective kinds,described in the Contract and in accordance with the instructions of the Superintending Officer.
2. The description given of each item, unless otherwise stated, be held to include the use of materials,labour, equipment, tools and vehicles including maintenance, supply of fuel and all idle time,
conveyance, delivery, unloading, storing, hoisting, all labour setting, fitting, scaffolding and fixing inposition, all cutting and waste, return of packings, establishment charges, overheads, profits and allforms of claims for loss and expense.
3. Unless otherwise stated, all work shall be measured nett as fixed in its place.
4. Unless otherwise stated, pipes are described by their internal diameters.
5. The term as specified means as specified in the Standard Specifications, SupplementarySpecifications and/or Drawings.
6. The following abbreviations are used for the units:-
m - Linear metrem2 - Square metre
m3 - Cubic metreno. - Numberltr - Litrepc. - Piecekg - Kilogramton - Tonnepr - Pairsht - Sheethr - Hour
7. The Cost of removal and disposal and the making good of all affected works shall be deemed to beincluded in the Schedule of Rates unless otherwise stated.
All Schedule of Rates shall be applicable for new and replacement works.
8. All rates in the Schedule shall include all necessary materials and waste, plant, stagings andscaffoldings (only applicable up to 6m high, any height above 6 metres shall be paid separately,measuring from ground level, i.e. from the base for which scaffolding rests) unless specified otherwise.
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SOR Premable Page 2
PARTICULAR PREAMBLES TO VARIOUS SECTIONS
Part (A) - Excavation
The measurement of all excavation and subsequent disposal shall be those before excavating. The increases
in bulk and any extra excavation required for planking and strutting and formwork for concrete and workingspaces under circumstances have been allowed for in the rates.
Rates for each item shall be held to include for keeping all excavation free from water and Site dry pumpingor bailing if required and providing any temporary drains required.
Ordinary Ground
Includes spoil or rubbish of every description, rubbish tip material etc., sand, gravel decomposed granite, redor white earth, loamy or gravelly clay, gravelly laterite, mud, bog or any other formation which. is removableby the ordinary application of pick and shovel and at any depth.
Part (B) - Concretor
Unless otherwise specified in the Schedule of Rates :-Rates for each item of concrete shall be held to include the followings :-
(1) Forming, cutting groves, chases, mortice, holes and making good any other sundry items of a likenature.
(2) Extra labour for laying to falls, or cambers and preparing surfaces to receive screeds or pavings alsoto be included.
(3) All tests on concrete, cement and aggregate etc as required and compliance with the strengths asspecified.
(4) Tamping and/or vibrating to give thorough compaction; working between and around reinforcement.
(5) Laying on any type of sub-base preparing and leaving surfaces to receive screeds or paving.Concrete in footpath and apron shall be treated as above ground level
No deduction shall be made in the measurement of concrete work for:
(1) Voids of 0.05 cubic metre or under.(2) Volume of the reinforcement and steelwork.(3) Openings in walls, floor, roof slabs and the like of 0.2 square metre or less.
Rates for mild steel or high tensile steel rod reinforcement shall be held to include for thoroughly wirebrushing and cleaning all bars free of rust, dust, mill scale, dirt, oil, any other deleterious matter, cutting to therequired lengths, bending and hooking and for securing with an including tying wires at all crossing, non-designed spacers or chairs and distance blocks. No allowance shall be made for rolling margin in the
measurement of rod reinforcements.
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SOR Premable Page 3
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (B) Concretor (Contd)
The conversion factor for the various steel reinforcement bars shall be as follows:
6mm - 0.222kg/m 16mm - 1.579kg/m7mm - 0.302kg/m 20mm - 2.466kg/m8mm - 0.394kg/m 22mm - 2.984kg/m9mm - 0.499kg/m 25mm - 3.854kg/m10mm - 0.616kg/m 28mm - 4.834kg/m13mm - 1.042kg/m 32mm - 6.313kg/m
Rates for each item of fabric reinforcement shall be held to include for extra material at laps, tying wires andall bending, cutting and notching around obstruction. Only the next area covered shall be measured and nodeduction shall be made for opening less than 1.00 square metre.
Rates for formwork shall be held to include for splayed edges, notchings, allowances for overlaps andpassing at angles, battens, strutting, bolting, welding, easing, wetting and treating with mould oil, striking andremoval. The rate in formwork allows for multiple uses where multiple means exceeding two.
No deductions shall be made in measurement of formwork for:
(1) Openings less than 1 square metre.(2) Intersection of main and secondary beams.(3) Intersection of beams and stanchion casing or columns.
Rates for concrete, reinforcement and formwork shall be applicable to all work irrespective of positions,shapes and height
Rates for each item of precast concrete shall be held to include for all necessary mould, finished faces,forming holes, rebates, sinking, mortices, recesses, hoisting and setting. The measurement of precastconcrete vents and grilles shall be held to include for all angles, intersections, ends outlets and extra labour
and material for forming grooves and rebates to sides. Piling work shall be executed in accordance with therelevant specifications and Superintending Officers instructions.
Part (C) Brick and Block Works
Rates for each item of blockwork and facing shall be held to include for all special made blocks, bricks and in-situ concrete in lieu, all holdfasts and bonding ties at abutments to concrete structures, all rough and faircuttings, over-sailing and receding courses, rough relieving and discharging arches, wedging and pining,raking out joints for and pointing flashings, bedding plates, bedding and pointing of frames, parging andcoring flues, labour eaves filing, plumbing angles forming square and rebated reveals, cut squiats orbirdmouths, notches, forming, leaving or cutting chases, holes and morticles and cutting and pining andmaking good and any other sundry items of a like nature.
Rates of blockwork and brickwork shall be applicable to all work irrespective of positions, shapes and height.
Deductions shall be measured the nett sizes of the openings and recesses, including the extra width orrebated reveals. No deductions shall be made for voids not exceeding 0.10 square metre. Deductions shallbe made for strings, sills, lintols and the like only when exceeding 75mm in height.
Repair Work to External Walls to Prevent Rainwater Seepage.
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SOR Premable Page 4
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (C) Brick and Block Works (Contd)
Daywork
Should rates be applicable in respect of all work executed on a daywork basis. During the continuance ofsuch work, the Contractor shall keep proper records of the names, occupations and working hours of allworkmen employed for such work and the quantities and descriptions of all materials and plant employed.Such records, receipts or vouchers must be verified by the Superintending Officer before payment can beeffected.
Part (D) - Pavior
Rates for each item of pavior shall be held to include for all rounded-edges on in-situ paving, all arises andmaking good and any other sundry items of a like nature.
Rates for each item for skirtings, risers, moulded edges, channels and the like shall be held to include for allshort lengths, formed, cut and purpose-made angle, junctions, end etc and making good and any other
sundry item of a like nature.
No deduction shall be made for a void of 0.50 square meter and under for in-situ paving.In the case of construction of interlocking concrete paving blocks and footpaths, the composite rates shall beapplied, unless otherwise decided by the Superintending Officer.
Part (E) NOT IN USE
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SOR Premable Page 5
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (F) Carpenter, Joiner and Ironmonger
Rates for each item of carpenter and joiner shall be held to include for cutting, notching, boring, sinking,pelleting, fitting, trimming, mitreing, halving, morticing, tenoning, devetailing, scarfing and wedging and for all
ends, splayed edges, short lengths, nails, screw and temporary supports and any other sundry item of a likenature. Nominal sizes are stated for wrot timber and an allowance of 2.5mm is permitted for each wrot face.Rate for windows and doors include handing and fixing.
Rates for each item of Ironmonger shall be held to include for supply, delivery to site and fixing complete withall matching screws of the same finish as ironmongery, nails, pins or brads, cutting, sinking and boring andmorticing as required, oiling and easing and adjusting all moving parts, taking off and refixing after paintingwhere necessary. All references to trade names shall include those which are approved to those as specified.
Where ironmongery is included in the description of doors, it shall be deemed to include hinges, floor springs,door gears, locks, latches, catches, bolts, closers, holders, padlocks, stoppers, push-bars and plates, pullbars and handles, kick plates, locking eyes and the like as specified.
Rates for Carpenter, Joiner and Ironmonger items shall be deemed to include removal where necessary
unless otherwise stated, locks must include 2 keys properly labeled and handed to the SuperintendingOfficer.
Part (G) Steel and Iron Worker
Rates shall be held to include supply, delivery to site and fixing, cutting ends, welding, riveting, bolting etc. inaddition, the rates for structural steel is deemed to also include for hoisting, erecting, temporary bracing,leveling and plumbing, and paint with one coat of primer.
No allowance shall be made for rolling margin in the measurement of steelwork.
No deduction shall be made for drilling, holes, notchings, splay cuts and the like.
Where no conversion table is available from manufacturer/supplier, specific gravity of 7.5 (i.e. 7.5OgmIcm3)shall be used to compute the weight of mild steel sections.
Part (H) Plasterer and Wall Tiler
Rates for each item of plastering shall be held to include for raking out joints, hacking to form keys, narrowwidth and small quantities, temporary rules, joints between new and old plastering, internal angles, arises,quirks, groin points and other intersections and curved surfaces, rounded coves and external angles notexceeding 25mm radius, and mitres, tops, etc. om cornices, mouldings, enrichments, coves, skirtings, guttersand strings, all making good and any other sundry item of a like nature.
No deduction shall be made for openings of 0.50 square metre or less.
In the measurement of plastering, no deduction shall be made for casings for pipes under 300mm wide orangles which are finished in a different material if these do not exceed 100mm girth.
Within the building shall mean surfaces within the internal of buildings/flats, corridors, staircases and thelilce which normally do not entail scaffolding or mechanical cradles to carry out the works.
External face of building shall mean surfaces such as gable end walls, front/back external walls and anyother surfaces which are constantly exposed to weather and/or normally require the use of scaffolding ormechanical cradles to carry out the work.
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SOR Premable Page 6
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (H) Plasterer and Wall Tiler (Contd)
Rates for each item of wall tiling shall be held to include for narrow widths and small quantities and fittingsaround air bricks, pipes and the like and any other sundry item.
Rates for each item of terrazzo shall be held to include for narrow widths and small quantities, and for alltemporary rules, internal angles, arises, joints between different types of terrazzo, quirks and making goodand any other sundry items of a like nature on in-situ terrazzo fitting around air bricks, pipes and the like andany other sundry items of a like nature on precast terrazzo.
Structural Repairs (The following is applicable for H029 H03 1 only)
The rate for each item shall be held to include for:
(1) Addition/Replacement of steel reinforcement in concrete components as directed by theSuperintending Officer.
(2) Removal of finishes/fixtures and other obstruction in the course of repair.
(3) The removal of debris from the site in the process of repair or as directed by the SuperintendingOfficer.
(4) The cleaning up of site on completion.
(5) Provision of barricadings, warning signs and warning lights.
(6) Provision of props and formworks as directed by the Superintending Officer.
(7) All general risks, liabilities and obligations set forth.
Part (I) - Glazier
Rates for each item of glazier shall be held to include for cutting and rounded edges, puttying, fixing panelpins, brass screws and cup and neoprene strips where necessary and leaving the glass clean on completion.
Part (J) - Painter
Rates for each item of painting shall be held to include for all necessary preparation of surfaces includingcleaning off, sandpapering woodwork, wire-brushing metal and leaving all surfaces free from dust, rust,grease and oil before painting, narrow widths, etc.
Rates for painting include allowance for the use of different colours.
No deduction shall be made for openings of 0.50 square metre or less.
Part (K) NOT IN USE
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SOR Premable Page 7
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (L) - Dayworks
The following rates shall be applicable to all works executed on a daywork basis including shifting of officeequipment and furniture. During the continuance of such works, the Contractor shall keep proper records of
the names, occupations and working hours of all workmen employed for such work and the quantities anddescriptions of all materials and plant employed. Such records, receipts or vouchers must be verified by theSuperintending Officer before payment can be effected. Provided always that if the Superintending Officershall consider that for any reason the keeping of such records, receipts and vouchers by the Contractor asrequired was impracticable, he shall nevertheless be entitled to authorize payment for such works either asdaywork (being satisfied as to the time employed and plant and materials used on such work) or at suchvalue thereof as he shall consider fair and reasonable.
Dayworks Schedule of Rates for LABOUR and PLANTS items only (L00l to L034) is inclusive of 15%Establishment Charge and Profit. The contract percentage adjustment shall also apply. For computation ofSTAR rate using Dayworks Schedule of Rates, the contract percentage adjustment shall NOT apply to theSTAR rates computation.
Part (M) NOT IN USE
Part (N) Ceiling Leaks Repairs
1. All rates in the Schedule shall include:
(a) The provision of all necessary tools equipment, labour, plant, machinery andmaterials and mobilization from unit to unit and from block to block; theemergency repairs to be executed immediately beyond the normal working hoursand may also beyond constraint boundary.
(b) Addition/replacement of steel reinforcement in concrete components as directed
by Superintending Officer.
(c) Removal of finishes/fixtures and other obstruction in the course of repair.
(d) Removal, cut off supply, diversion and reinstatement of water/electrical supply.
(e) The removal of debris from the site in the process of repair or as directed by theSuperintending Officer.
(f) The cleaning up of site on completion.
(g) Provision of barricadings, warning signs and warning lights.
(h) Provision of props and formworks as directed by the Superintending Officer (for spalling concreteworks only).
2. The provision per unit refers to per unit of flat or shop or office, etc. If the work includes two toilets orbathrooms in the same unit and the total area of work done does not exceed 3.5m2, then the Contractorshall only be paid per job.
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SOR Premable Page 8
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Part (N) Ceiling Leaks Repairs (Contd)
3. The terms per point means each pipe surround that water leakage repair is carried out. If in abathroom, the leaking concrete surround the soil pipe, waste pipe and floor trap require repair, the
Contractor shall be paid three points.
Part (P) NOT IN USE
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SOR Premable Page 9
PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)
Premables to Repairs to external Finishes
Repairs to external finishes shall be executed in accordance with the relevant kinds described in the Contractand shall confirm to the relevant Statutory Requirements and to be approved by the Superintending Officer.
Where trade names or manufacturers catalogue numbers are used, the reference is intended only as a guideto the type of article or material. The Contractor may use any other article or material, subject to approval ofthe Superintending Officer.
The following SORs shall be applicable for Repairs to External Finishes.
S/N Section in SORs SORs
1 C-Brick / Block WorksC002-C004, C012-C033, C037-C039,C043-C044, C051, C056, C058-C07l,C073-C079
2 D-Pavior D095-Dl00
3 H- Plaster And Wall TilesH005, H031-H035, H038-H039, H043-H049, H054
4 3-Painter 3035-3037, 3040
5 L- Daywork L035-L038, L046-L076
During the continuance of repair works, the Contractor shall keep proper records of the quantities (withdrawings, sketches, photographs, etc) and descriptions of all materials and plants employed. Such recordsmust be verified by the Superintending Officer before the Contractor is allowed to proceed with the paintingand touch up works.
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TERM CONTRACT FOR BUILDING TRADESMEN WORKS
S/N DESCRIPTION SOR PAGE
1 EXCAVATOR A1
2 CONCRETOR B1 B6
3 BRICK / BLOCK WORKS C1 C6
4 PAVIOR D1 D9
5 CARPENTER, JOINER AND IRONMONGER F1 F17
6 STEEL AND IRONWORKER G1 G17
7 PLASTER AND WALL TIER H1 H4
8 GLAZIER I1
9 PAINTER J1 J6
10 DAYWORK L1 L6
11 CEILING LEAK REPAIRS N1 N2
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A - EXCAVATOR
S/N DESCRIPTION SOR PAGE
1 EXCAVATION A1
2 FILLING A1
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SOR Page A1
Item Description Unit Rate ($)
A001
A002
A003
A004
A005
A006
A007
A008
A009
A010
A011
EXCAVATOR( To be read in conjunction with Preambles )
Excavation
* EXCAVATE TO SITE, TRENCHES, COLUMN BASE ETCcommencing from ground level in ordinary ground, includingbackfilling, forming of surfaces and edges, etc, if necessarywithin site, for the following average depth. (Removal of surplusexcavated material to contractors own dumping groundsmeasured separately under SOR Item A003.) *(A001 A002)
Not exceeding 300mm deep
Exceeding 300mm and not exceeding 2.Om deep.
CART AWAY SURPLUS EXCAVATED MATERIAL off site anddeposit at the approved dumping ground.
Excavate to pits, small holes etc not exceeding 0.10m3 toreceive base of posts, etc including removing surplus excavatedmaterial off site and making good.
Filling
Supply dry approved earth filling obtained from outside sourceand fill in layers of 300mm including labour for spreading,trimming and consolidating to form earth moulds or levels.
Supply coarse aggregate (19mm to 38mm gauge), spread andlevel on site as directed.
Supply sand, spread, level and consolidate.
* SUPPLY HARDCORE IN BEDS, comprising of clean brokenbricks/concrete ,deposit ,spread ,leveled ,mechanicallyconsolidated and including 25mm thick sand blinding/ topping forthe following average thickness from surface level :*(A008 A010)
Not exceeding 150mm thick.
Exceeding 150mm and not exceeding 300mm thick
Exceeding 300mm thick
Supply quarry waste/granite fines, spread, leveled, well rammed
m2
m3
m3
No
m3
m3
m3
m2
m2
m3
m3
5.40
12.80
4.70
6.00
10.50
37.20
65.20
3.10
5.40
13.80
22.70
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B - CONCRETOR
S/N DESCRIPTION SOR PAGE
1 Concrete Work B1
2 Reinforcement B2
3 Formwork B3
4 Drain / Water Channel B3 B5
5 Miscellaneous B6
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SOR Page B1
Item Description Unit Rate ($)
B00l
B002
B003
B004
B005
B006
B007
B008
B009
B010
B011
B012
B013
B014
B015
CONCRETOR(To be read in conjunction with Preambles)
Concrete WorkSupply and cast Grade 10 lean concrete in beds under foundations, columnbases, ground beams etc with 20mm to 10mm graded granite mechanically
mixed irrespective of thickness.
Supply and cast Grade 15 mass concrete in foundation etc with 20mm to10mm graded granite mechanically mixed including formwork and workingaround rod or fabric reinforcement (reinforcement measured separately)*Supply and cast reinforced concrete in foundations, ground beams, etc with20mm to 10mm granite mechanically mixed, including formwork and workingaround rod or fabric reinforcement below ground level (Reinforcementmeasured separately) . *(B003 B007)
Grade 20
Grade 25
Grade 30
Grade 35
Grade 40
*Supply and cast reinforced concrete in suspended slabs, beams, columns,staircases, footpath, apron etc with 20mm to 3mm graded granitemechanically mixed and placed around reinforcement above ground levelincluding PVC strip expansion joint where necessary. (Reinforcement andformwork measured separately) . *(3008 BO12)
Grade 20
Grade 25
Grade 30
Grade 35
Grade 40
Supply and cast concrete in SMALL quantities not exceeding 0.15 metre cubeto match existing, including all necessary formwork.
Extra over Items B008 to B012 for trowelling concrete to footpath, apron etc.
Extra over for waterproofing additive in concrete to manufacturersinstructions.
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m2
m3
165.00
169.30
196.00
201.20
205.70
210.40
215.50
168.20
172.30
176.80
181.40
186.10
328.00
0.70
25.00
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SOR Page B2
Item Description Unit Rate ($)
B016
B017
B018
B019
B020
B021
B022
B023
B024
B025
B026
B027
B028
B029
B030
B031
B032
B033
B034
B035
B036
B037
ReinforcementSupply mild steel rod reinforcement fabricated and laid in position includinglabour for forming stirrups, links, etc irrespective of size
Supply high tensile steel rod reinforcement irrespective of size fabricated and
laid in position including labour for forming stirrups, links, etc irrespective ofsize
*Supply and place BRC or other equal and approved welded steel FABRICREINFORCEMENT well lapped (minimum 1 square) and tied at joints(measured nett) *(B0l8 B037)A5
A6
A7
A8
A9
Al0
B6
B7
B8
B10
C6
C7
C8
D6
D7
D8
D10
No. 2210 ( 3.25 mm 50 x 50 mm )
No. 5515 ( 1.83mm 12.5 x 12.5mm )
No. 3315 ( 1.83mm 75 x 75mm )
kg
kg
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
1.60
1.60
3.70
4.80
5.60
7.00
10.60
15.00
7.30
8.60
10.20
12.90
8.00
10.20
12.40
8.00
10.20
12.40
18.60
6.40
9.00
3.50
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SOR Page B3
Item Description Unit Rate ($)
B038
B039
B040
B041
B042
B043
B044
B045
B046
B047
B048
B049
B050
B051
Formwork
Supply and erect timber formwork to surfaces of concrete, columns, walls,suspended slabs, stairs, canopies, beams, lintels, etc. (Measured net ofconcrete surface)
Extra over timber formwork for curve surface work.
Drain/Water Channel
* Construct 230mm wide (internal)CONCRETE (Grade 25) SURFACEDRAIN with 100mm thick sides, 100mm thick base reinforced with a layerof BRC No. B6 wiremesh. All exposed sides, base and arises renderedsmooth in cement mortar (1:3) including all necessary excavation,hardcore, sand blinding and formwork, laid to fall as directed for thefollowing average depth to invert: *(B040 B042)
Not exceeding 300mm deep
Exceeding 300mm but not exceeding 450mm deep
Exceeding 450mm but not exceeding 600mm deep
Construct 230mm wide (internal) reinforced concrete (Grade 25) surfacedrain with 100mm thick sides and base reinforced with a layer of BRC No,36 wire mesh. All exposed sides, base and arises rendered smooth incement mortar (1:3) including all necessary excavation, hardcore, sandblinding and formwork, laid to fall as directed for more than 600mm depthto invert
Extra over items for precast concrete channel to 230mm wide reinforcedconcrete surface drain.
*Construct 305mm wide (internal)CONCRETE (Grade 25) SURFACEDRAIN with 100mm thick sides and base reinforced with a layer of BRC
No. B6 wire mesh. All exposed sides, base and arises rendered smooth incement mortar (1:3) including all necessaryexcavation, hardcore, sand blinding and formwork, laid to fall as directedfor the following average depth to invert : *(B045 B048)
Not exceeding 300mm deep
Exceeding 300mm but not exceeding 450mm deep.
Exceeding 450mm but not exceeding 600mm deep.
Exceeding 600mm deep
Extra Over for Precast Concrete channel to 305mm wide reinforcedconcrete surface drain.
Extra over Items B040 to B042 and 3045 to B048 for forming 50mm x25mm rebate on both sides of channel for precast drain cover slab(Measurement based on length of drain)
Break up concrete/surface drain including cutting reinforcement andremoving debris off site.
m2
m2
m
m
m
m
m
m
m
m
m
m
m
m3
17.80
3.50
44.30
57.60
70.90
84.20
3.50
48.70
62.20
75.70
89.20
8.00
3.30
98.00
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SOR Page B4
Item Description Unit Rate ($)
B052
B053
B054
B055
B056
B057
B058
B059
B060
B061
B062
B063
B064
B065
B066
B067
* REPAIRS to 150mm to 305mm wide concrete drain of the followingdepth to invert; hack off existing rendering at sides and invert of drain,remove damaged or cracked portions of drain, patch up with concrete,form key and re-render drains (whole girth) to proper falls in cementmortar (1:3) *(B052 B053)
Not exceeding 300mm deep
Exceeding 300mm deep but not exceeding 450mm deep
* Hack out existing concrete drain invert (Average Depth not exceeding600mm) and regrade to fall towards outlet with cementand sand (1:3) screed and finished smooth. *(B054 B055)
230mm wide
305mm wide
* Hack out existing carpark drain invert and regrade drain 450 to 600mmwidth to fall towards outlet with cement and sand (1:3) screed and finishedsmooth. *(3Q55 B057)
Average depth not exceeding 800mm
Average depth exceeding 800mm
* Break up damaged half round precast concrete channels andreconstruct same in cement mortar (1:3) including laying to proper fallsand making good sides of channel *(B058 B0E0)
150mm diameter
230mm diameter
305mm diameter
Break up damaged/sunken 300mm closed conduit drain spun pipe includehacking through floor, excavation, planking, making good etc. andreconstruct same jointed in cement mortar (1:3) to proper falls includinglean concrete base
* Supply and lay precast concrete composite channel laid to even fallsand jointed in cement and sand (1:3) mortar as detail drawing (EM-TC-STD-BLDG-99-12) *(B062 B067)
810mm x 495mm - Type C7
595mm x 355mm - Type C7A
395mm x 195mm Type C73
1200mm x 750mm - Type C8
900mm x 535mm - Type C8A
995mm x 610mm - Type C83
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
13.60
23.50
8.80
9.60
10.50
14.00
18.00
20.20
25.56
79.50
44.50
34.00
29.20
70.90
55.70
62.50
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SOR Page B5
Item Description Unit Rate ($)
B068
B069
B070
B07l
B072
B073
B074
Reconstruct existing scupper drain outside bin chute chamber with newhalf round salt glazed stoneware pipes, side and base embedded in G20concrete including adjusting existing gulley to match drain level beddedand jointed with cement mortar (1:3).
* Supply and lay half round salt glazed stoneware pipe in replacementjointed with cement and sand mortar (1:3) as scupper drain including leanconcrete base. *(3069 B070)
100mm diameter
150mm diameter
Construct scupper drain not exceeding 150mm wide and 75mm deep onexisting floor including trowelling surface smooth
Regrade existing scupper drain with waterproofing cement and sand (1:3)screed laid to fall not exceeding 150mm wide and 75mm deep includingtrowelling surface smooth
Regrade existing scupper drain with waterproofing cement and sand (1:3)screed laid to fall exceeding 150mm but not exceeding 300mm wide,75mm deep including trowelling surface smooth
315mm diameter UPVC pipe conforming to SS272 for concealed drainoutlet with Grade 30 concrete bed and reinforced with BE BRC includingformwork and lean concrete (excavation measured separately)
B075 to B093 NOT IN USE
m
m
m
m
m
m
m
23.90
19.00
21.80
6.20
5.00
6.30
58.50
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SOR Page B6
Item Description Unit Rate ($)
B094
B095
B096
B097
B098
B099
Bl00
B101
B102
Bl03
Bl04
B105
B106
B107
Miscellaneous
Break up concrete
Break up concrete, part re-use as hardcore, well rammed, leveled andconsolidated and surplus cart away off site, including cutting
reinforcement, if any.
Cutting through reinforced concrete floors or walls (any thickness) toform openings.
Form bituminous expansion joint in concrete floors including allnecessary formwork and bituminous seals (B097 3098)
13mm x 75mm deep
25mm x 100mm deep
Form expansion joint with foam plastic infill
Rake out existing damaged/worn out Bituminous Expansion Joint inconcrete floors and refill same with approved hot bitumen.
Supply and plug up bin chute wall holes with 300mm diameter detachableprecast concrete complete with 13mm diameter mild steel handle(exclude breaking existing concrete wall)
Provide diamond sawcutting to concrete floor to form 3mm width x40mm depth (mm) contraction joint.
Provide diamond saw-cutting or other approved equipment to cuthomogeneous / ceramic tiles, slate tiles, quarry tiles and other floorfinishes to form groove lines including make good all affected areas
Provide diamond saw-cutting to apron slab/drain wall to form 50mm
rebate for placing of precast concrete drain cover slab.(Measurement based on rebate length)
Provide 100mm wide Diamond Saw-Cutting profile around concreteelectrode / lightning protection inspection pit inclusive of the removal of allloosened concrete, casting of new Grade 25 concrete and the trowelsmooth all affected areas
To provide 150mm long PVC weep hole pipes not exceeding 50mm diathrough brick / concrete work not exceeding 100mm thick
Raise or lower existing manhole cover and frame to match the existinglevel of path or paving
B108 to B146 NOT IN USE
m3
m3
m3
m
m
m2
m
No
m
m
m
No.
No
No
77.10
84.40
390.40
4.50
11.70
3.20
3.80
17.90
2.00
2.50
4.00
15.50
3.60
17.80
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C - BRICK / BLOCK WORKS
S/N DESCRIPTION SOR PAGE
1 Brick / Hollow Block C1 C3
2 Glass Block Works C3
3 Water Seepage Treatment C3 C4
4 Miscellaneous C4 C6
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21
SOR Page C1
Item Description Unit Rate ($)
C001
C002
C003
C004
C005
C006
C007
C008
C009
C010
C011
C012
C013
BRICK/BLOCK WORKS
(To be read in conjunction with Preambles)Brick/Hollow Block* Common Brickwall (size 215 x 102.5 x 65mm) laid in compo mortarwith 10mm joints raked 10mm deep or flush pointed as work proceeds.*(C00l C004)
Generally
One brick thick
Half brick thick reinforced with expanded metal brickwork reinforcement atevery 4th course.
Half brick thick built in honeycomb
75mm thick BRICK-ON-EDGE reinforced with expanded metal brickworkreinforcement at every course with 10mm joints raked10mm deep or flush pointed as work proceeds
Extra over common brickwork for forming fairfaced brickwall includingpointing in approved tinted cement mortar. (Applicable to C002 to CQO4)
One brick wall with facing bricks both sides, laid in compo mortar (1:3)with 10mm joints raked 10mm deep or flush pointed in approved tintedcement mortar as work-proceeds
Half brick wall with facing bricks with expanded metal brickworkreinforcement at every 4th course laid in compo mortar (1:3) with 10mmjoints raked 10mm deep flush pointed in approved tinted cement mortar
as work proceeds
* Hollow block as specified in compo cement mortar (1:3) flush pointed aswork proceeds (reinforced with expanded metal brickwork reinforcementat alternate course) *(C009 C010)
100mm thick
150mm thick
100mm thick hollow block in compo mortar (1:3) and reinforced expandedmetal reinforcement in alternate course and blocks in each course filled insolid with Grade 20 concrete
* Common Modular Brickwall laid in prepacked mortar with 10mm joints
raked 10mm deep or flush pointed as work proceed.*(C012 0014)
190mm thick using M211 modular brick size 190 x 90 mm x 90mm.
90mm thick using M211 modular bricks size 190 x 90mm x 90mmreinforced with expanded metal brickwork reinforcement at every fourcourse.
m3
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
259.60
59.00
29.80
23.80
19.00
5.00
80.00
49.00
26.00
27.80
24.20
50.00
25.30
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SOR Page C2
Item Description Unit Rate ($)
C014
C015
C016
C017
C018
C019
C020
C021
C022
C023
C024
C025
C026
C027
C028
C029
C030
90mm thick using M311 modular bricks size 290 x 90mm x 90mmreinforced with expanded metal brickwork reinforcement at every fourth
course.
Supply labour and materials to rake out mortar joints between standardbricks and repointing with polymer modified cement mortar (based onarea of brickwall)
Supply labour and matrials to rake out mortar joints between modularbricks and repointing with polymer modified cement mortar (based onarea of brickwall)
EXTRA OVER standard common bricks (size 215 x 102.5 x 65mm) for thefollowing bricks
Red hacking bricks
Overburnt facing bricks
Brown facing bricks
Pebble facing bricks
Apricot facing bricks
Desert facing bricks
Grey facing bricks
EXTRA OVER common modular bricks for using the following facing
bricks to one face of the brickwall (applicable to brickwall of thickness190mm and above) *(C024 C030)
Red facing brick
Overburnt facing bricks
Brown facing bricks
Pebble facing bricks
Apricot facing bricks
Desert facing bricks
Grey facing bricks
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
16.40
10.90
9.50
19.20
30.00
34.00
34.00
38.00
34.00
38.00
47.80
55.70
59.70
67.70
82.70
67.70
77.60
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SOR Page C3
Item Description Unit Rate ($)
C031
C032
C033
C034
C035
C036
C037
C038
C039
C040
Extra over brick wall for the provision of HOT-DIPPED GLAVANISEDSTEEL WALL TIE SYSTEM fastened vertically to reinforced concretesurfaces including HOT-DIPPED GALVANISEDBONDING BAR SYSTEM at both end edges of brick wall as shown in
drawing no. EM-T0-STD-BLDG-04D2-08 *(C031 C032)
Brick wall cladding to rc wall
Outer leaf of brick cavity wall cladding to rc wall
Extra over half brickwall/solid block wall for the provision of HOT DIPPEDGALVANISED BONDING BAR SYSTEM to the endedges of brick wall/solid block wall as shown in drawing no.EM-T0-STD-BLDG- 0402-0 B
Glass Block Work
180mm to 195mm square glass block of 80mm to 100mm thick laid incompo cement mortar (1:3) and pointed with approved tintedcement mortar complete with panel reinforcing, panel anchors, expansionstrips, etc. according to manufacturers instructions
NEG or other approved Glass block wall consists of 145 x 145 squareglass block of 80 to 100mm thick glass laid in compo cement mortar (1:3)and pointed with approved tinted cement mortar completewith panel reinforcing, panel anchors, expansion strips, etc. according tomanufacturer s instructions
Supply labour and material to rake out broken/damaged glass blocks ofany size and replace with new glass block to match existing (for remedialwork not exceeding 10 nos. glass blocks)
Water Seepage Treament
TREATMENT TO WATER SEEPAGE (SCAFFOLDING/GONDOLASMEASURED SEPARATELY FORWORKS ABOVE 6 METRE HEIGHT)
Rake out joints to an even depth of 25mm to 30mm. Brush out all loosematerials and fill the groove solid with approved polyurethane sealant/polysuiphide sealant in accordance with manufacturers instruction to forma continuous sealant (Gondola measured separately)
Extra over item for filling the groove/ expansion joint solid with anapproved backing rod.
Supply labour and materials to form splay with approved polymer modifiedcement mortor/non shrink grout to the correct gradient including hacking
when necessary
Repair the brick/tiled wall panels by washing, patching cracks andapplying 1 coat of approved adhesion promoter and 2 coats of approvedelastorneric waterproofing coating according to manufacturersinstructions
m2
m2
m
m2
m2
No
m
m
m
m2
12.00
12.20
5.40
270.60
284.30
13.60
8.20
1.40
5.00
10.40
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SOR Page C4
Item Description Unit Rate ($)
C041
C042
C043
C044
C045
C046
C047
C048
C049
C050
C051
C052
C053
C054
C055
Repair hollow-block or solid-block wall panels by washing, patchingcracks and applying 1 coat of approved adhesion promoter and 2 coats ofapproved elastomeric waterproofing coating according to manufacturer sinstruction
Repair the reinforced concrete/plastering finished wall panels by washing,patching cracks and applying 1 coat of approved adhesion promotor and2 coats of approved elastomeric waterproofingcoating according to manufacturers instructions
Apply 2 coats of clear elastometric waterproof membrane as specifiedincluding patching hairline cracks on brick wall with brick colour cement ifnecessary
Apply 2 coats of clear elastometric waterproof membrane as specifiedincluding patching hairline cracks on brick wall if necessary
Repair the patch joints between precast sills by mortar joint and approvedpolyurethane sealant according to manufacturer s instructions
Apply approved polyurethane sealant to joints, pointing, grooved, cracksetc between frames, block walls, brick walls, rc walls, etc, according tomanufacturers instructions.
Apply approved silicon sealant to joints, pointings, grooves, etc. accordingto manufacturer s instructions
Repair to reinforced concrete beam cracks by hacking out existing crackand patch it with 1:3 cement and sand mortar gaugedwith approved synthetic latex or other approved additive including painting2 coats of emulsion paint to the repaired surface.
Miscellaneous
Labour and material for pointing joints of brickworks in coloured cement.
Labour for raking out joints of existing brickwork, clean, re-jointing withcement mortar and re-pointing with a flush joint.
Breaking up existing block or brick work in cement mortar includingplaster (measured gross thickness)
Cutting out existing block or brick work to form chase etc not exceeding300mm girth
Cutting out block or brickwork to form chase exceeding 300mm but notexceeding 600mm girth
Cutting out block or brickwork to form opening
Lay approved damp proof course well lapped at joints and bedded incement mortar (1:3) according to manufacturers instructions
m2
m2
m2
m2
No.
m
m
m
m2
m2
m3
m
m
m3
m2
9.60
9.00
6.30
5.40
1.60
3.90
1.70
6.40
4.20
5.90
31.20
7.30
9.90
101.70
8.90
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SOR Page C5
Item Description Unit Rate ($)
C056
C057
C058
C059
C060
C06l
C062
C063
C064
C065
C066
Supply and lay approved horizontal damp proof course complied with BS6398 Type B (felt fibre base) to brick/block walls bedded in prepackedmortar as specified
Hack out cracks of brick or block walls to form V shaped groovesapproximately 25mm wide x 20mm deep and seal up with polymermodified mortar and painting surfaces to match existing.
Apply 2 coats of approved silane/siloxane based water penetrant asspecified including patching hairline cracks on brick wall with brick colourcement if necessary.
Repair to cracks by hacking RUT groove on the cracks to 25mm width x20mm depth. Brush out all loose sand and mortar andfill the groove with polymer modified mortar including painting to the
repaired surface.
Repair to cracks by hacking V grooves on the cracks and patch withapproved polysulphide sealant including painting to the repaired surface
Supply labour and materials to repair the defective plaster by touching updefective concrete substrate with polymer modified mortar and skimmingto average 6mm thick approved materials includinghacking, applying bonding agent and painting and all as specified
Supply labour and materials to repair the plastered wall panels byapplying two coats of approved prepacked skim coat including hacking,painting to the repaired surface
Supply labour and materials to repair defective plaster with average
18mm thick prepacked mortar including hacking, apply bonding agent andpainting and all as specified
Supply labour and materials to repair the defective plaster with average18mm thick polymer modified mortar including hacking, apply bondingagent and painting and all as specified
Installation of special wall tie to existing brickwall including galvanisedmesh sleeve, approved resin, stainless steel wall tie
Form nib with non shrink grout including Chemical Capsule @ 300mmcentre to centre, necessary reinforcement, formwork,skimming coat and painting
m2
m
m2
m
m
m2
m2
m2
m2
no
m3
8.90
4.00
6.60
6.50
19.40
26.40
13.50
20.70
44.10
8.10
3,835.10
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SOR Page C6
Item Description Unit Rate ($)C067
C068
C069
C070
C07l
C072
C073
C074
C075
C076
C077
C078
C079
Form nib with Grade 30 concrete including Chemical Capsule @ 300mmcentre to centre, necessary reinforcement, formwork,skimming coat and painting
Watertightness test to external wall by spraying water at 300 litre/hour(Gondola measured separately)
Watertightness test to external wall by spraying water at 600 litres/hour asspecified (gondola measured separately and water provided by PAwithout charges)
Watertightness test to exteria1 wall by spraying water at 300 litre/hourusing perforated PVC pipe
Watertightness test to external wall by spraying water at 600 litre/hourusing perforated PVC pipe
Hammer dressed random rubber in granite laid in prepacked mortar andpointed in coloured cement
13mm deep polyurethane sealant joint (horizontal or vertical) with 10mmdiameter backer rod to fill gap between brickwalland beam/column as specified
Supply and fix 100mm x 80mm x 6mm thick galvanised angle plate withapproved 8mm diameter chemical adhesive galvanised studarchor @ 150 c/c to existing wall
Supply labour and materials to rack out mortar joint at the interface to adepth of 25mm. Brush out all loose sand and mortar and fill the groovewith polymer modified mortar
Supply labour and materials to repair insitu-laid external tiles with G25concrete screed and colour elastomeric membrane including hacking andall as specified
Supply labour and materials to repair insitu-laid external tiles withapproved prepacked skimming materials and colour elastomericmembrane including hacking and all as specified
Supply labour and materials to rake out existing mortar joint, brush out allloose materials, fill the joint with approved backing rod, follow up withapproved non- shrink grout in accordance with the manufacturer sinstructions
Strengthening of existing brickwalls, tile cladding, etc with Hilti HRD walltie including drilling holes, brush out all loose materials, fill hole with non-shrink grout and touch up hole with paint to match existing
m3
hr
hr
hr
hr
m3
m
m
m
m2
m2
m
No
2812.60
9.70
10.50
7.50
8.20
222.70
4.20
50.80
4.20
23.40
21.60
7.60
7.70
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D PAVIORS/N Contents SOR Page
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Cement and Sand Rendering
Granolithic Paving
Coloured Cement Paving
Cast-in-Situ Terrazzo
Mosaic Tiling
Brick Paving
Ceramic Floor Tiling
Slate Tiling
Quarry Tiling
Teak Parquet Floor Tiling
Interlocking Block Paving
Imprint Coating System
Pebble Wash Finishing
Concrete Topping
Vinyl Tiling
Self Levelling Screeding
Dividing Strips
Epoxy Mortar Screeding
Coloured Grout Finishing
Natural Stone Finishing
Miscellaneous
Epoxy Sediment Coating System
Repair to Concrete Surface
D1
D2
D2
D3
D2 D3
D3
D3 D4
D5
D5
D5
D6
D7
D7
D8
D8
D8
D8
D8
D8
D8
D8 9
D9
D9
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SOR Page D1
Item Description Unit Rate ($)
D001
D001
D003
D004
D005
D006
D007
D008
D009
D010
D011
D012
D013
PAVIOR(To be read in conjunction with Preamble)
Cement and Sand Rendering
* Cement and sand (1:3) rendering to groundfloor trowelled to a smooth finish*(D001 D002)
20mm thick
For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick.
* 20mm thick cement and sand (1:3) to form skirtings, treads, risers, curbsand return etc including coved and rounded angles for*(D003 DOOS)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
Exceeding 300mm but not exceeding 450mm girth
* 20mm thick cement and sand (1:3) to upper floor trowelled to a smoothfinish*(D006 D007)
20mm thick
For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick.
* 20mm thick cement and sand (1:3) skirtings, treads, risers, curbs andreturn etc including coved and rounded angles for *(D008 D010)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
Exceeding 300mm but not exceeding 450mm girth
Extra over for approved waterproofing compound incorporated in thecement paving for each 5mm thickness (applicable to other pavior items).
Extra over for using hardener or other approved non-metallic hardenermixed according to manufacturers instruction for each 5mm thickness(applicable to other pavior items)
Extra over 3mm thick coloured cement topping finish of terracotta, white,red and green colour, surface floated smooth with a steel trowel
m2
m2
m
m
m
m2
m2
m
m
m
m2
m2
m2
8.60
1.40
6.40
8.60
10.50
8.30
1.75
6.60
9.20
10.90
0.50
1.50
9.60
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SOR Page D2
Item Description Unit Rate ($)
D014
D015
D016
D017
D018
D019
D020
D021
D022
D023
D024
D025
D026
Granolithic Paving
* Granolithic consisting of cement, sand and granite chipping (1:1:2) to floortrowelled to a smooth finish including PVC strip expansion joint where
applicable *(D014 D0l5)
20mm thick
For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick
* 20mm thick Granolithic skirting, treads, risers, curbs and returns etcincluding coved and rounded angles for *(D0l6 D017)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
25mm thick Granolithic exposed aggregate paving consisting of cement,
sand and - granite chipping of (2:1:5) laid in panels with 12mm x12mmdeep recessed joints laterally at 1.2m centres
Coloured Cement Paving
20mm thick single coloured cement paving to floor laid in panels on andincluding minimum 10mm thick cement and sand (1:3) base screed.
20mm thick multi-coloured cement paving to floor laid in panels includingminimum 10mm thick cement and sand (1:3) base screed
Cast-in-situ terrazzo
20mm thick terrazzo finish to floor laid in sections, on and includingminimum 20mm thick cement and sand (1:3) base screed, polishing to
approval
* 20mm thick terrazzo skirtings, treads, risers, curbs and returns etcincluding coved and rounded angles polishing to approval *(D022 D023)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
Mosaic Tiling
* Semi-glazed mosaic tiles of approved colour and pattern to floor laid andjointed in cement grout on and including minimum 13mm thick cement andsand (1:3) base screed and pointed in cement* (D024 D026)
To floor
Not exceeding 150mm girth to skirtings, treads, risers, curbs and returnsetc with all necessary coved and rounded angles
Exceeding 150 but not exceeding 300mm girth to skirtings, treads, risers,curbs and returns etc with all necessary coved and rounded angles
m2
m2
m
m
m2
m2
m2
m2
m
m
m2
m
m
10.00
1.20
4.90
6.70
24.60
21.30
26.70
43.70
9.00
15.00
50.40
10.20
18.20
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SOR Page D3
Item Description Unit Rate ($)
D027
D028
D029
D030
D031
D032
D033
D034
D035
D036
D037
D038
D039
D040
* Unglazed mosaic tiles of approved colour and pattern laid and jointed incement grout on and including minimum 13mm cement and sand (1:3)screed and pointed in cement. *(D027 D029)
To floor
Not exceeding 150mm girth to skirtings, treads, risers, curbs and returnsetc. with all necessary coved and rounded angles
Exceeding 150 but not exceeding 300mm girth to skirtings, treads, risers,curbs and returns etc with all necessary coved and rounded angles
Brick Paving
Hack off existing damaged brick-on-edge on steps, coping, footpath
Supply and lay new brick on edge in cement mortar (1:3) to existing steps,coping, footpath, etc, including proper surface preparation pointing withcement mortar
Brick-on-edge paving in facing brick laid to approved pattern and beddedon and including minimum 13mm thick cement and sand (1:3) screed andpointed in cement mortar.
Brick-on-edge paving in single bull-nose one brick width laid and bedded onand including minimum 13mm thick cement and sand (1:3) screed andpointed in cement mortar.
Brick on edge paving in double bull-nose one brick width laid and beddedon and including 13mm cement and sand (1:3) screed and pointed incement mortar.
Supply and lay brick-on-edge at (minimum 60inclination from groundlevel) single bull-nose brickwork in compo mortar with bedding and 10mm
joints including excavation and leveling from site and leveling
Brick tiles laid to approved pattern jointed, pointed and bedded on andincluding 13mm thick cement and sand (1:3) screed.
Homogeneous/Ceramic Floor Tiling
Supply and lay any size, minimum 8mm thick heavy duty homogeneouspolished floor tile of approved colour and pattern, jointed, pointed andbedded on and including minimum 20mm thick cement and sand screed(1:3)
* Supply and lay to skirtings, treads, risers, curbs, nosings and returns, anysize, minimum 8mm thick heavy duty homogeneous polished tile ofapproved colour and pattern, jointed, pointed and bedded on and includingminimum 20mm cement and sand screed (1:3) *(D038 D040)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
Exceeding 300mm but not exceeding 450mm girth
m2
m
m
m2
m2
m2
m
m
m
m2
m2
m
m
m
49.10
9.40
16.50
5.20
58.30
50.10
17.60
22.00
19.40
44.60
58.60
11.30
21.80
33.20
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SOR Page D4
Item Description Unit Rate ($)
D041
D042
D043
D044
D045
D046
D047
D048
D049
D050
D051
D052
D053
D054
D055
D056
D057
* Supply and lay any size, minimum 8mm thk heavy duty homogeneouspolished floor tile of approved colour and pattern, jointed & pointed withapproved grout *(D041 D044)
Not exceeding 0.1m2 (for single patch)
Exceeding 0.lm2 but not exceeding 0.3m2(for single patch)
Exceeding 0.3m2 but not exceeding 0.5m2 (for single patch)
Exceeding 0.5m2 but not exceeding lm2 (for single patch)
Supply and lay any size, minimum 8mm thick, heavy duty homogeneousunpolished floor tile of approved colour and pattern, jointed, pointed andbedded on and including minimum 20mm thick cement and sand screed(1:3)
* Supply and lay to skirtings, treads, risers, curbs, nosings and returns, anysize, minimum 8mm thick, heavy duty homogeneous unpolished tile of
approved colour pattern, jointed, pointed and bedded on including minimum20mm cement and sand screed (1:3) *(D046 D048)
Not exceeding 150mm girth
Exceeding 150mm but not exceeding 300mm girth
Exceeding 300mm but not exceeding 450mm girth
* Supply and lay any size, minimum 8mm thk heavy duty homogeneousunpolished floor tiles of approved colour and pattern, jointed and pointedwith approved grout (1:3) *(D049 D052)
Not exceeding 0.lm2 (for single patch)
Exceeding 0.lm2 but not exceeding 0.3m2(for single patch)
Exceeding 0.3m2 but not exceeding 0.5m2(for single patch)
Exceeding 0.5m2 but not exceeding l.0m2(for single patch)
* Supply labour for laying ceramic tiles (any grade, size, colour and pattern)jointed and pointed with approved grout including minimum 20mm thickcement and sand screed *(D053 D056)
To floor
Not exceeding 150mm girth to skirting, treads riser, curbs, nosings andreturns
Exceeding 150mm but not exceeding 300mm girth to skirting, treads, riser,curbs, nosings and returns
Exceeding 300mm but not exceeding 450mm girth to skirting, treads, riser,curbs, nosings and returns
Nonslip nosing tile 200x 60 x 8mm in steps or infront lift car entrance laid inapproved colour, jointed and pointed and bedded on and includingminimum 20mm thick cement and sand screed (1:3)
No.
No.
No.
No.
m2
m
m
m
No.
No.
No.
No.
m2
m
m
m
m
6.90
19.00
29.50
59.00
39.00
8.30
14.20
20.80
6.50
17.00
27.00
49.00
25.00
6.50
10.60
17.10
13.10
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SOR Page D5
Item Description Unit Rate ($)
D058
D059
D060
D061
D062
D063
D064
D065
D066
D067
D068
D069
D070
D071
D072
D073
D074
Slate Tiling* Supply and lay natural slate tiles in any approved colours and patternjointed and pointed and bedded on and including minimum 20mm thickcement and sand screed (1:3) *(D058 D062)
10mm to 15mm thick
16mm to 20mm thick
Not exceeding 150mm girth to skirtings, treads, risers, curbs, nosing andreturns.
Exceeding 150mm but not exceeding 300mm girth to skirtings, treads,risers, curbs, nosing and returns.
Exceeding 300mm but not exceeding 450mm girth to skirtings, treads,risers, curbs, nosing and returns.
Quarry / Klinker Tiling
* Quarry / Klinker tiles of the following size laid and bedded on andincluding minimum 20mm thick cement and sand screed (1:3) *(0063 0066)
100 x 100mm size
200 x 100mm size
Any size of 12 - 20mm thick
Not exceeding 150mm girth to skirting, treads risers, curbs, nosing andreturns.
* Supply and lay quarry / klinker tiles of approved colour and pattern,jointed, pointed and bedded on and including minimum 20mm thick cement
and sand screed (1:3) *(0067 0070)
Not exceeding 0.lm2 (for single patch)
Exceeding 0.1m2 but not exceeding 0,3m2 (for single patch)
Exceeding 0.3m2 but not exceeding 0.5m2(for single patch)
Exceeding 0.5m2 but not exceeding 1.0 m2 (for single patch)
Teak Parquet Floor Tiling
* Supply and lay teak parquet floor tile to match existing inclusive ofapproved adhesive and sanding down *(D07l 0073)
10mm thick.
13mm thick
20mm thick
Scrape off existing damaged parquet floor tile and remove all adhesivestains
m2
m2
m
m
m
m2
m2
m2
m
No.
No.
No.
No.
m2
m2
m2
m2
37.70
44.60
6.50
11.90
19.60
35.50
34.20
52.60
4.80
4.60
13.10
18.90
37.90
36.60
42.10
53.70
5.10
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SOR Page D6
Item Description Unit Rate ($)
D075
D076
D077
D078
D079
D080
D081
D082
D083
D084
D085
D086
Interlocking Block Paving
* Supply and lay interlocking concrete paving blocks (any colours andpatterns) to footpath/concourse to match existing including compacting
ground with additional sand bed to required level. *(D075 D076)
60mm thick block
80mm thick block
* Supply and lay interlocking concrete paving blocks (any colours andpatterns) to new footpath including compacting with 40mm thk (mm) sandbed (Excavation and hardcore measured separately) *(0077 D079)
60mm thick
80mm thick
100mm thick
Supply and lay 60mm thick interlocking brick paving blocks tofootpath/concourse to match existing damaged blocks, compacting andlaying additional sand-bed to required level
Supply and lay 60mm thick interlocking brick paving blocks to new footpath/concourse including compacting with 40mm thk (mm) sand bed (Excavation& hardcore measured separately)
Construct 100 x 200mm depth side kerb with grade 25 concrete includingall necessary formwork
Labour for taking out loosen sunken, interlocking concrete/brick pavingblock and relay paving blocks including compacting ground with additionalhardcore and to required level and filling of voids
Composite Rate for Construction of Interlocking Concrete Paving Blocks
* Supply and lay interlocking concrete paving blocks (any colour andpatterns) to new footpath, concourse area, etc including excavation of siteon ordinary ground, backfilling, forming of surfaces and edges makinggood, removal of surplus excavated material off site to approval dumpingground, 150mm thick hardcore including 25mm thick sand binding,compaction of ground, compacting with minimum 40mm thick sand bed
60mm thick (excavation not exceeding 250mm deep)
80mm thick (excavation not exceeding 270mm deep)
100mm thick (excavation not exceeding 290mm deep)
m2
m2
m2
m2
m2
m2
m2
m
m2
m2
m2
m2
32.40
34.30
26.80
29.00
31.40
30.80
27.80
5.20
9.20
29.80
33.10
36.90
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SOR Page D7
Item Description Unit Rate ($)
D087
D088
D089
D090
D091
D092
D093
D094
D095
D096
D097
D098
D099
D100
D101
D102
Imprint Coating System
Supply and lay Superkote or other approved high strength polymercoating imprint to floor according to manufacturer s instruction
Supply and lay imprint surface in any colour to floor with 20mm thickcement and sand screed according to manufacturers instruction
Supply and lay 20mm thick concrete paving to floor imprint with recessedpattern, approved colour and varnish to match existing floor
Supply and lay 50mm thick concrete stamping finish in patterns to flooraccording to manufacturers instruction(concrete base measuredseparately)
Pebble Wash Finishing
Supply and lay 15mm thick pebble wash/ coloured granolithic finish to floor,laid in section
Supply and lay border 100 to 150mm girth with pebble washed/colouredgranolithic finish of 15mm thick
Supply and lay border 150 to 300mm girth with pebble washed/colourgranolithic finish of 15mm thick
Extra over for every 5mm thick for Item D091 to D093
Concrete Topping
* Grade 25 concrete screed with 10mm maximum size aggregate trowelledto smooth surface as specified. *(D095 D100)
20mm thick
For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick
Not exceeding 150mm in height/width
Exceeding 150mm but not exceeding 300mm in height/width
ADD to (or deduct from) Item 0097 for each 5mm thickness over (or under)25mm
ADD to (or deduct from) Item 0098 for each 5mm thickness over (or under)25mm Grade 40 structural concrete with 10mm maximum size aggregatetopping including working around rod or fabric reinforcement (reinforcementmeasured separately) and trowelled to smooth surface with powerfloat asspecified. *(D10l D102)
25mm thick
For every 5mm thick exceeding 25mm thick up to a maximum of 60mmthick
m2
m2
m2
m2
m2
m
m
m2
m2
m2
m
m
m
m
m2
m2
23.00
32.00
30.20
34.20
34.50
7.30
12.30
8.30
9.20
1.55
6.70
9.60
0.90
1.25
13.20
1.80
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SOR Page D8
Item Description Unit Rate ($)
D103
D104
D105
D106
D107
D108
D109
D110
D111
D112
D113
D114
D115
D116
D117
Vinyl Tiling
Supply and lay 2mm thick vinyl floor tile to match existing inclusive ofapproved adhesive (Removal measured separately)
Self-levelling Screeding
Supply and lay self-levelling topping screed minimum 6mm thick(cementitious based) flooring with bonding agent and rubber stripexpansion joint to fall with minimum 6mm thickness complete with one layerof sealer coat to manufacturersinstruction
Dividing Strips
Mosaic tiles to form court line(38mm to 50mm wide) for badminton, sepaktakraw and basketball courts etc.
25mm x 3mm aluminium dividing strips
25mm x 3mm copper dividing strips
25mm x 3mm stainless steel dividing strips
PVCL shaped strips
Epoxy Mortar Screeding
Supply and apply epoxy mortar screed flooring system with epoxy resinprimer follow by a layer of minimum 5mm thick epoxy mortar and a non-slipsealer coat after 24 hours curing
Coloured Grout Finishing
Supply and lay one coat of finishing grout colour (sundek or otherapproved) to match existing complete with one coat of acrylic clear top coatfor repair to colour screed surface
Natural Stone, Finishing
Supply and lay solhofen natural stones of approved pattern, jointed, pointedand bedded on minimum 20mm thick cement and sand screed (13)
Miscellaneous
* Hack off all existing damaged rendering /finishings on floors, treads, risersetc and prepare surface to receive new finish *(D113 D115)
Not exceeding 25mm thick
Exceeding 25mm but not exceeding 50mm thick
Exceeding 50 but not exceeding 75mm thick
Hack existing floor to form random keys, clean and wash to receive newfinish
Scrape off existing damaged vinyl tile / carpet / linoleum and remove alladhesive stains
m2
m2
m
m
m
m
m
m2
m2
m2
m2
m2
m2
m2
m2
18.30
17.50
4.70
6.90
8.10
9.70
2.40
41.00
16.30
44.90
2.40
3.40
4.30
1.30
1.80
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SOR Page D9
Item Description Unit Rate ($)D121
D122
D123
D124
D125
D126
D127
D128
D129
D130
D131
Apply one coat of approved bonding agent to concrete surface to receivenew rendering / finishings. (applicable for walls and floors)
Patch up existing holes to floor rendering not exceeding 0.1 metre square incement mortar (1:3) gauged with bonding agent top surface trowelledsmooth to match existing.
Patch up existing damaged mosaic floor finishings with new mosaic tomatch existing for single patch not exceeding 0.1 metre square
Re-pointing joints of existing mosaic floor in white cement includingcleaning floor on completion.
Re-pointing joints of existing quarry tiles/ceramic tiles/brick paving withcement and fine sand.
Treatment to existing tiles/carpark ramp surface with anti-slip floortreatment chemicals according to manufacturers instructions.
Concrete base to tube stand of fixed table/stool in hawker centres notexceeding 200mm diameter and 75mm high including mosaic/ceramic tiles,coved tiles, to match existing
Epoxy Sediment Colour Flakes Coating System to Wall or Floor
Supply and apply epoxy sediment colour flakes coating system with 2-component epoxy resin binder follow by a layer of sediment colour flakesand a non-slip 2-component polyurethane binder. (Average thickness ofcoating shall be 1.2mm)
Repair to Concrete Surface
* Supply and lay approved two components patching compound mixed with
liquid acrylic based additive according to manufacturer s instruction
To floor of 4-5mm thickness
To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves Supply and lay approved singlecomponent consists of special cement and syntheticaggregates according to manufacturers instruction
To floor of 4-5mm thickness
To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves Supply and lay approved twocomponents mortar based compound consists of cement, additivies,aggregates and well-gradedfiller mixed with liquid acrylic polymer and synthetic resin according tomanufacturer s instruction
To floor of 4-5mm thickness
To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves
m2
No.
No
m2
m2
m2
No
m2
m2
m
m2
m
m2
m
0.80
2.10
6.70
4.60
3.80
13.60
15.00
41.00
16.30
5.30
16.30
5.30
25.60
6.60
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F CARPENTER, JOINER AND IRONMONGER
S/N Contents SOR Page
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
False Ceiling
Fire-Rated Doors
Doors
Windows
Boarding
Fire-Rated Partitions
Bolts
Hinges
Hasp & Staples
Locking Eye/Ear
Door Holder/Closer
Keys
Gain Access to Units
Door Handles
Anchor
Padlock
Lockset
Cupboard Fitments
Sawn Timber
Wrot Timber
Plywood Panels
Laminated Plastic Sheet
Rubber Guard
Locking Bar
Stainless Steel Spike
Ball Catch
Chicks/Blinds
Work in Connection with Demolition
F1
F2
F2 F5
F5
F5
F6
F7
F8
F8
F8
F8
F9
F9
F9 F10
F10 F11
F11 F13
F13
F13
F14
F14
F14
F15
F15
F15
F15
F15
F16
F16
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29
30
31
Nomad Dirt Trap Matting
Perspex Sheet
Miscellaneous
F16
F16 F17
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SOR Page F1
Item Description Unit Rate ($)
F001
F002
F003
F004
F005
F006
F007
F008
F009
F0l0
F011
F012
F013
F014
CARPENTER, JOINER JND IRONMONGER(To be read in conjunction with Preambles)
False Ceiling
Supply and fix symmetrically 6mm thick asbestos-free cement board ceilinglining including all necessary timber cover fillets
* Supply and fix Calcium Silicate asbestos-free building boards as ceilingboard in-fill to suspended system (suspended system measured separately)or nailed to timber joints (timber joints and cover fillets measuredseparately)* (F002 F005)
3.2mm thick
6mm thick
9mm thick
12mm thick
Supply and fix 12mm thick soft board as ceiling or wall panel (timberframing and fillets measured separately)
Supply and fix 12mm thick mineral fibre or plasterglass ceiling boards in-fillincluding L11 shape aluminium stiffener, where necessary
* Supply and fix fibre plastered board to lobby ceiling on timber framingsupport x 50mm treated timber and 50 x 25mm hanger treated timber*(F008 F009)
9mm thick
12mm thick
* Supply and fix gysum ceiling board including all necessary joint (tanalisedtimber frame and painting measured separately) *(F010 F011)
9mm thick
12mm thick
Supply and fix plasterglass / gypsum cornices including all necessary jointand removal of old cornices.
Supply and fix TTT or L shaped galvanised steel strips with aluminium orenamel finishes not exceeding 30mm wide as fillet for false ceilingsincluding hanging wires or adjustable rod hanger.
Supply and fix 9mm thick egg crate plastic louvre for encasing gas pipe
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m
m
m2
16.00
15.00
18.80
23.70
28.30
11.80
25.60
27.00
33.00
15.10
18.30
8.20
4.00
24.40
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SOR Page F2
Item Description Unit Rate ($)
F015
F016
F017
F018
F019
F020
P021
F022
F023
F024
P025
F026
F027
Fire-Rated Doors
Supply and fix a complete system of 45mm thick single leaf half-hour firerated timber surface finished composite door and all necessary
ironmongery and accessories as specified and approved by PSB and FSB
Supply and fix a complete system of 45mm thick single-leaf half-hour firerated timber surface finished composite door complete with 6mm thickwired clear glass observation panel, and allnecessary ironmongery and accessories as specified and approved by PSBand FSB
Supply and fix a complete system of 45mm thick half-hour fire ratedaluminium clad composite door for Service Duct complete with aluminiumclad timber door frames and ironmongery as specifiedin detailed drawing (EM-TC-STD-BLDG-99-13) and approved by PSE andFSB
Supply and fix a complete system of 45mm thick half-hour fire rated
aluminium clad composite door in two leaves for Store, Bulk Refuse Area,CD Shelter or Switch/Pump/MDF Room complete withaluminium clad timber door frames and ironmongery as specified in detaileddrawing (EM-TC-STD-BLDG-99-13) approved by PSB and FSB
Doors
Supply and install 38mm thk Framed, Ledged and Braced Door and filled inwith 19mm thick tongued and grooved V jointed boarding as specified indrawing(EM-TC-STD-BLDG-99-14)
Supply and install 45mm thk Framed, Ledged and Braced Door and filled inwith 19mm thick tongued and grooved V jointed boarding \
Supply and install 50mm thk Framed, Ledged and Braced Door and filled in
with 25mm thick tongued and grooved V jointed boarding
* Supply and install in the following thickness with framings slot & fix andfilled in with 13mm thick timber louvres including fixing fillets *(F022 F023)
38mm thick
45mm thick
Supply and install 38mm thick flush door filled in on both sides with 6mmthick plywood as per drawing no. (EM-TC-STD-BLDG-99--28)
* Supply and install solid cored flushed door filled in on both sides with6mm thick plywood *(F025 P027)
38mm thick
45mm thick
50mm thick
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
239.50
264.50
345.00
304.80
92.00
101.20
112.70
80.70
86.50
68.10
76.90
84.90
89.80
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SOR Page F3
Item Description Unit Rate ($)P028
F029
F030
F031
F032
F033
F034
F035
F036
F037
F038
F039
F040
F041
F042
F043
Supply and install 50mm thick 2 leaf solid core timber door comprising38mm thick tongued and grooved, jointed boards and filled in both faceswith 6mm thick plywood and 19mm thick hardwood edging all round
Supply and install 40-45mm thick half-round fire-rated single leaf decorativesolid timber composite door for main entrance(door frame and stainvanished not included) complete with ironmongery approved by PSB andFSB (for door-size ranging from 850-1000mm in wide and 2100-2200mm inheight)
Supply and install 38mm thk switchroom door with 2 or 3 panels filled inwith 9.5mm thick plywood and 1 panel with framing slot & fix and filled inwith 13mm thick timber louvres including fixing fillets
* Supply and install panel door in the following thickness in 4 panels filled inwith 9.5mm thick plywood *(F031 F033)
38mm thick
45mm thick
50mm thick
* Supply and install framed cupboard door in the following thickness filled inwith 6mm thick plywood *(F034 F036)
19mm thick
25mm thick
32mm thick
Take down part decayed timber doors take out decayed members andincorporate new members, adjust and re-assemble door including all
necessary dowels and wedges and re-fixing doors to position and removalof debris from site (New timber members measured separately)
Take down warped doors, ease, adjust and refix to position
Cut into/take out part (not whole piece of timber member) / rotten ordecayed frames, mullion, transome, cills, handrails, etc and form allnecessary approved joints to receive new timber including taking down ofdoors, if necessary and rehanging in position new timber measuredseparately)
Bore holes to door panels not exceeding 25mm diameter for ventilation
Pull off existing nails, hooks, screws etc. from timber and fill up holes withwood putty or other approved material and touch up with paint to matchexisting
Fill up door lock holes, hinge rebates, etc with and including adhesive andtimber, sand-papering and knotting, and painting to match existing
Supply and fix rubber glazing gasket to doors
m2
no.
m2
m2
m2
m2
m2
m2
m2
m2
m2
m
No.
No.
No.
m
102.00
325.80
70.00
66.20
70.40
73.60
31.50
33.30
35.30
17.00
4.30
8.00
0.60
0.40
2.70
3.20
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SOR Page F4
Item Description Unit Rate ($)
F044
F045
F046
F047
F048
F049
F050
F051
F052
F053
F054
F055
F056
F057
F058
F059
F060
F061
* Supply and install 1.2mm thick natural anodised extruded aluminiumframed swing door G/W sheet / float glass, aluminium door framing,ironmongery and all necessary fixing, jointing and accessories *(F044F045)
With 6mm thick clear sheet/float glass
With 6mm thick tined sheet/float glass
Supply and install 1.2mm thick natural anodised extruded aluminiumframed swing door with fixed top panel c/w sheet/float glass, aluminiumdoor framing, ironmongery and all necessary fixing, jointing andaccessories *(F046 F047)
With 6mm thick clear sheet/float glass
With 6mm thick tined sheet/float glass
Supply and install 10mm thick twin-wall tinted bronzed polycarbonate sheet
onto existing frames with aluminium champing bar c/w snap on cover andall necessary accessories
Supply and install 12mm thick tempered glass swing door lm x 2.lm c/wironmongery, handle including all necessary fixing, jointing and accessories
Supply and install 12mm thick tempered glass for door and full height glasspartition
Supply and install 12mm thick glass for door and full height glass partition
Labour to take down tempered glass door to clean, oil all mechanism andrefix in position with proper alignment
Labour for checking and repair auto sliding door (cost of parts shall be paid
separately)
Supply and fix wide angle door viewer
Supply and fix door seal
Supply and fix stainless steel security door chain and slot
Supply and fix chrome security door chain and slot
Kapor casement or door panels open to receive glass, waterproof plywoodor wire gauze with rebated and moulded rails, stiles, glazing or dividing barsand pinned heads including hanging on to door frames(infills panelsmeasured separately) *(F055 F06l)
25mm thick
38mm thick
43mm thick
48mm thick
m2
m2
m2
m2
m2
m2
m2
m2
m2
no.
no.
m
no.
no.
m2
m2
m2
m2
129.80
134.60
129.80
134.60
93.00
847.80
192.20
228.30
11.20
207.00
7.30
5.90
10.80
8.50
56.70
63.40
67.10
70.90
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SOR Page F5
Item Description Unit Rate ($)
F062
F063
F064
F065
F066
F067
F068
F069
F070
F071
F072
F073
F074
F075
F076
F077
F078
F079
Kapor panelled casements or doors partly panelled with solid timber orplywood not exceeding 12mm thick partly open for glazing with rebated andmoulded rails, stiles, glazing beads including hanging on to door frames(Glass panel measured separately) *(F062 F066)
25mm thick
38mm thick
43mm thick
48mm thick
WINDOWS
Supply and fix back vinyl gester sealing strips to perimeter of window framewith holding down screws or nails at 50mm centre
Supply and install 38mm thick windows with framings stop slotted and filled
in with 13mm thick timber louvres including fixing fillets
Supply and install 38mm thick framed windows open rebated and preparedfor glass including fixing beadings (glass measured separately)
Take down part decayed timber windows take out decayed members andincorporate new members, adjust and re-assemble windows including allnecessary dowels and wedges and re-fixing windowsto position and removal of debris from site (New timber members measuredseparately)
Take down warped windows, ease, adjust and refix to position
Cut into/take out part (not whole piece of timber member), rotten ordecayed frames, mullion, transome, cills, handrails, etc and form all
necessary approved joints to receive new timber including taking down ofwindows, if necessary and rehanging in position new timber measuredseparately)
Supply and fix rubber glazing gasket to Notice Board, sliding windows, tophung and casement windows
Supply and fix 300mm long chromium plate casement studs
Supply and fix black Japenned casement studs
Supply and fix chromium plated casement fasteners
BoardingWrot kapor boarding to floors, shelves, fitments, partitions, ceiling, etc. wellcramped up, nailed or screwed to bearers (Bearers measured separately)*(F076 F079)
19mm thick
25mm thick
28mm thick
38mm thick
m2
m2
m2
m2
m
m2
m2
m2
m2
m
m
no.
no.
no.
m2
m2
m2
m2
64.30
71.80
74.70
78.50
2.10
75.00
56.10
17.00
8.10
8.00
3.80
5.60
1.80
4.50
31.60
41.60
46.50
63.20
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SOR Page F6
Item Description Unit Rate ($)
F080
F081
F082
F083
Fire Rated Partition
Supply and install one-hour fire rated partitions both sides covered withapproved 15mm thick gypsum boards constructed with U channel frame
including all accessories & necessary works (dismantling of existing falseceiling, partitions, diversion of services, painting and other finishesmeasured separately)
Supply and install half-hour fire rated partitions both sides covered withapproved 12mm thick gypsum boards constructed with U channel frameincluding all accessories & necessary works (dismantling of existing falseceiling, partitions, diversion of services, painting and other finishesmeasured separately)
Supply and fix in replacement approved 15mm thick gypsum board toexisting fire rated partitions including dismantling of existing false ceilingand re-fix in position, if applicable. Remove debris and make good work -disturbed (diversion of services, painting and other finishes measuredseparately)
Supply and install 50mm thick half-hour rated solid kapor timber doorconstructed with T & G boardings and flush jointed with 3 nos. of 10mmdiameter mild steel tie rods including wired glass peephole (painting andironmongery measured separately)
F084 to F093 NOT IN USE
m2
m2
m2
m2
30.80
25.20
11.70
97.20
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SOR Page F7
Item Description Unit Rate ($)
F094
F095
F096
F097
F098
F099
F100
F101
F102
F103
F104
F105
F106
F107
F108
F109
F110
Bolts
75mm long brass barrel bolts
100mm long brass barrel bolts
150mm long brass barrel bolts
250mm long brass barrel bolts
300mm long brass barrel bolts
450mm long brass barrel bolts
90mm x 27mm stainless steel barrel/square shoot bolt
240mm x 27mm stainless steel barrel/square shoot bolt
100mm stainless steel flush shoot bolt
150mm x 25mm stainless steel flush shoot bolt
225mm x 25mm stainelss steel flush shoot bolt
Japenned malleable iron cabin hooks and eyes *(F105 F110)
75mm
150mm
225mm
300mm
375mm
450mm
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
No.
1.80
1.90
2.20
3.20
4.30
6.90
7.70
9.00
10.60
9.30
9.90
2.00
2.50
3.80
5.20
8.00
8.90
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SOR Page F8
Item Description Unit Rate ($)
F111
F112
F113
F114
F115
F116
F117
F118
F119
F120
F121
Fl22
F123
F124
F125
F126
F127
F128
F129
F130
Hinges *(F111 F115)
75mm pressed steel butt hinges
100mm pressed steel butt hinges
150mm pressed steel butt hinges
100mm stainless steel butt hinges
150mm stainless steel butt hinges
* Supply and fix HEAVY DUTY HOOK AND BAND HINGES to bincompound door* (F116 F117)
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