4.1 bsor
TRANSCRIPT
STANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
BSOR / 1
HOUSING AND DEVELOPMENT BOARD
STANDARD SCHEDULE OF RATES
FOR
BUILDING WORKS (JAN 2011)
CONTENTS
S/N DESCRIPTION PAGE
GENERAL PREAMBLES 1 - 3
PARTICULAR PREAMBLES TO VARIOUS TRADES 4 - 18
1 EXCAVATION 19 - 21
2 CONCRETE WORK 22 - 31
3 BRICKWORK AND BLOCKWORK 32 - 33
4 FLOOR FINISHES 34 - 39
5 ROOFING 40 - 41
6 CARPENTRY AND JOINERY 42 - 47
7 IRONMONGERY 48 - 51
8 STRUCTURAL STEELWORK & METALWORK 52 - 67
9 WALL AND CEILING FINISHES 68 - 69
10 SANITARY, WATER AND GAS INSTALLATION 70 - 87
11 GLAZING 88 - 89
12 PAINTING AND DECORATING 90 - 92
13 TURFING, TREE PLANTING & LANDSCAPING WORKS 93 - 95
14 MISCELLANEOUS 96 - 98
15 DAYWORK 99 - 101
Published by Housing and Development Board, Republic of Singapore.
No part of this document may be reproduced or copied in any form or
by any means without the prior written permission of the publisher.
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GENERAL PREAMBLES Introduction
1.1 The clauses in the General Preambles shall apply to all work items
contained in the Standard Schedule of Rates. 1.2 The Particular Preambles to each Trade shall be read in conjunction with
the respective Trade in the Standard Schedule of Rates. 1.3 All rates include the allowances for complying with the General and
Particular Preambles. 2 All rates contained in the Standard Schedule of Rates are fixed basic
rates (in Singapore Currency) and no amendment whatsoever shall be made to such rates. The tenderers shall be deemed to have closely studied all rates contained herein and duly noted their implications.
3 All rates contained in this Standard Schedule of Rates are exclusive of
any Goods and Services Tax. Any such Goods and Services Tax shall be borne by the HDB as and when the same becomes due and payable.
4 All work, materials and goods described in this Standard Schedule of
Rates shall be of the respective kinds described in the Contract and in accordance with the instructions of the Superintending Officer or the Superintending Officer's Representative.
5 Headings to groups of items shall be read as part of the descriptions of
the items to which the headings apply. 6 Where brand/trade names are given in the descriptions, they are solely
intended for fixing the rates of the items. The products and materials to be used in the contract shall be governed by the specifications, Drawings and other documents forming the contract (and not this Schedule of Rates).
Description of Works and Inclusions
7 Unless specifically stated otherwise, the following shall be deemed to be included in the description of the item of work:-
a) Labour and all costs in connection therewith including the labour in
fabricating, assembling, setting, fitting and fixing of materials and goods in position.
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GENERAL PREAMBLES
Description of Works and Inclusions (Cont’d)
b) Materials and goods including materials required for lapping, jointing and the like and all costs in connection therewith such as delivery, unloading, storing, returning of packings, handling, hoisting and lowering.
c) Preparing surfaces to receive work.
d) Protecting materials and work. e) Waste of materials.
f) All cutting and waste.
g) Use of construction equipment, tools, vehicles and all costs in
connection therewith.
h) Cleaning up on completion and making good all work disturbed.
i) General requirements set out in the Specifications, Drawings and other documents forming the Contract.
j) Establishment charges, overhead and profit.
8 Unless otherwise stated, all work shall be measured net as fixed in its place.
9 Where minimum deductions of voids are dealt with in this document they
shall refer only to openings or voids which are within the boundaries of measured area. Openings or voids which are at the boundaries of measured area shall always be the subject of deductions irrespective of size.
Billing of Quantities
10.1 Where the unit of measurement is the linear metre, square metre and cubic metre, quantities shall be billed to the nearest whole unit. Fractions of the unit less than half shall be disregarded and all other fractions shall be regarded as a whole unit.
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GENERAL PREAMBLES
Billing of Quantities (Cont'd) 10.2 Where the unit of measurement is the kilogramme, quantities shall be
billed to the nearest whole unit. Fractions of a unit less than half shall be disregarded and all other fractions shall be regarded as a whole unit. Where the unit of billing is the tonne or litre, quantities shall be billed to the nearest two places of decimals.
10.3 Where the unit of measurement is the hour, fractions of the unit shall be billed to the nearest next half hour. 10.4 Where the application of clauses 11.1 and 11.2 would cause an entire
item to be eliminated, such item shall be billed to the nearest two places of decimals.
11 Where rates with descriptions pertain to the same purpose are listed in
more than one Standard Schedule of Rates incorporated in the Contract; the rate as listed in the following schedules (in the stated order of precedence) shall prevail:-
1st Precedence - Standard Schedule of Rates for
Building Works
2nd Precedence - Standard Schedule of Rates for Civil Engineering Works
3rd Precedence - Standard Schedule of Rates for
Electrical Works 12 Unless otherwise stated, the term "as specified" means as specified in
any of the documents forming part of the Contract. 13 The following abbreviations are used for the units:-
m - Linear metre m2 - Square metre m3 - Cubic metre no - Number kg - Kilogram ton - Tonne pr - Pair sht - Sheet ltr - Litre hr - Hour
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PARTICULAR PREAMBLES TO VARIOUS TRADES
1.0 EXCAVATION
Definition of Ground 1.1 Ordinary ground:- includes spoil or rubbish of every description, rubbish
tip material etc, sand gravel, decomposed granite, red or white earth, loamy or gravelly clay, gravelly laterite, mud, bog or any other formation of pick and shovel and at any depth.
Description
1.2 The description of each item of excavation shall be deemed to include excavating around foundation, piles and confined areas, getting out, removing of bakau piles, trimming, levelling and compacting bottoms of excavations, keeping sides plumb and planking and strutting.
Measurement
1.3.1 The measurement of all excavations and subsequent disposal shall be those before excavating. The increases in bulk and any extra excavation required for earthwork support, planking and strutting and formwork for concrete shall be deemed to be included in the rates.
1.3.2 No allowance for working space shall be made in the measurement of all
excavation unless the method of construction requires workmen to operate from the outside of the structure. In such cases, a working space of 600mm shall be measured from the external face of the structure.
1.3.3 Filling shall be measured as equal to the void to be filled. Any thickness
stated shall be deemed to be after compacting.
Rate 1.3.4 Rates for each item shall be held to include for keeping all excavation free
from water and site dry, pumping or bailing if required and providing any temporary drains required.
1.4 Pre-Treatment of Soil against Subterranean Termites
Measurement 1.4.1 Soil treatment shall be measured flat on plan and the method of
measurement shall be up to the perimeter of the building line (excluding the apron areas). Link buildings, linkways and other structures shall also be similarly measured.
1.4.2 No deduction shall be made in the measurement for plan areas occupied
by the column stumps.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 1.0 EXCAVATION (CONT’D) 1.4.3 The rates indicated shall be inclusive of the provision of warranty and
shall not in any way affect the provisions of Building Specifications on Pre-Treatment of Soil for Protection of Buildings Against Subterranean Termites which provisions remain applicable in every respect in relation to all situations where these rates are applied.
2.0 CONCRETE WORK
Rate 2.1 Rates for each item of concrete shall be held to include the following:-
a) Forming, cutting grooves, chases, mortices, holes and making good any other sundry items of a like nature.
b) Extra labour for laying to falls, or cambers and preparing surfaces
to receive screeds or pavings also to be included.
c) All tests on concrete, cement and aggregate etc, as required and compliance with the strengths as specified.
d) Tamping and/or vibrating to give thorough compaction; working
between and around reinforcements.
e) Laying on any type of sub-base; preparing and leaving surfaces to receive screeds or paving.
Deduction
2.2 No deduction shall be made in the measurement of concrete work for:- a) Voids of 0.05 cubic metre or less.
b) Volume of the reinforcement and steelwork.
c) Openings in walls, floor, roof slabs and the like of 0.10 square
metre or less. Measurement 2.2.1 In the measurement of concrete for pile caps, the overall dimensions of
the pile caps shall be taken. No deduction shall be made for the precast formwork panels.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 2.0 CONCRETE WORK (CONT'D) 2.3 Reinforcement
Description 2.3.1 The description of each item of reinforcement shall be deemed to
include:- a) Allowances in the weight of reinforcement for rolling margins.
b) All cleaning, cutting, bending, fabricating, placing, tying and the
provision of all necessary distance blocks, tying wires, spacers or chairs, temporary fixings and supports.
Measurement 2.3.2 The conversion factor for the various steel reinforcement bars shall be as
follows:
6mm diameter - 0.222 kg/m 7mm diameter - 0.302 kg/m 8mm diameter - 0.394 kg/m 9mm diameter - 0.499 kg/m 10mm diameter - 0.616 kg/m 13mm diameter - 1.042 kg/m 16mm diameter - 1.579 kg/m 20mm diameter - 2.466 kg/m 22mm diameter - 2.984 kg/m 25mm diameter - 3.854 kg/m 28mm diameter - 4.834 kg/m 32mm diameter - 6.313 kg/m
2.4 Fabric Reinforcement
Rate 2.4.1 Rates for each item of fabric reinforcement shall be held to include for
extra material at laps, tying wires and all bending, cutting and notching around obstruction. Only the net area covered shall be measured and no deduction shall be made for opening less than 1.00 square metre.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 2.0 CONCRETE WORK (CONT'D) 2.5 Cage Reinforcement
Rate 2.5.1 Rates for each item of cage reinforcement shall be held to include for
extra material at laps.
Measurement 2.5.2 The area of Beam Stirrup Cage Reinforcement shall be the product of the
perimeter of stirrup multiplied by the length of the Cage. 2.5.3 The area of the Capping Link shall be the product of the perimeter of the
Link multiplied by the length of the Cage. 2.5.4 The area for prefabricated pilecap mesh reinforcement shall be based on
the bottom flat area of the mesh reinforcement without considering the upward projecting bars.
2.5.5 The area for dowel mesh reinforcement shall be the product of the length
and breadth which includes the depth of the bend. 2.6 Formwork
Description 2.6.1 The description of each item of formwork shall be deemed to include:-
a) All necessary boardings, supports, erecting, framing, cutting, perforations for pipes, angles, cleaning, wetting and treatment with mould oil, mould liquid or limewhite and the like.
b) All splayed edges, notchings, allowance for overlaps and passings
at angles, battens, strutting, bolting, wedging, easing, striking and removal.
Measurement
2.6.2 Formwork shall be measured to the surface of work sloping more than 15 degree from the horizontal.
Deduction
2.6.3 No deduction shall be made in measurement of formwork for:-
a) Openings less than 1 square metre.
b) Intersection of main and secondary beams.
c) Intersection of beams and stanchion casing or columns.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 2.0 CONCRETE WORK (CONT'D) 2.7 Unless otherwise stated, rates for concrete, reinforcement and formwork
shall be applicable to all work irrespective of locality, positions, shapes and height.
2.8 Precast Work
Description 2.8.1 a) All precast concrete components shall be grade 40 concrete as
specified unless otherwise indicated. b) The description of each item of precast work shall be deemed to
include concrete, reinforcement, formwork including the formation and filling of pockets, holes, chases and recesses for anchors, bolts and the like, grouting, pointing of joints, surface finishes, delivery, unloading, hoisting, erecting, fixing including all necessary temporary erection gear, bracing and working platforms.
2.9 Precast Concrete Vent
Measurement 2.9.1 The measurement of precast concrete vents shall be taken by volumes
without deduction of voids. 2.10 Piling Work 2.10.1 Piling work shall be executed in accordance with the relevant
Specifications and the instructions of Superintending Officer's Representative.
Description
2.10.2 The description of each type of piling work shall be deemed to include removal of underground obstructions together with all work in connection therewith unless specifically otherwise provided.
2.10.3 The description of each type of piling work shall be deemed to include
extending piles, dollying and connections unless specifically otherwise provided.
2.10.4 Redriving or intermittent driving necessitated by lengthening or upheaving
of piles or by the removal of obstructions under piles or other causes including moving and repositioning the piling frame shall be deemed to be included with the items of piling.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 2.0 CONCRETE WORK (CONT'D) 2.10 Piling Work (Cont'd) Rate 2.10.5 The rate of each item of piling shall be deemed to include:-
a) Handling, pitching, heading, pointing and bracing and providing protective wrought iron ring or helmet to pile.
b) Cutting off surplus and heads of piles, preparing and integrating
reinforcement into pile caps where applicable, extra excavation, backfilling and disposal of debris.
c) Disposing of materials displaced arising out of driving the piles.
2.10.6 The rate of each item of treated timber piles includes the application of
wood preservative to cut off surfaces of piles. 2.10.7 The rate of each item of reinforced concrete piles includes moulds,
reinforcement, preparing heads and extra labour and materials to receive pile extensions.
2.10.8 The rate of each item of pile tests includes provision of all anchors,
platforms, loading and unloading of materials, instruments and monitoring of the tests.
2.10.9 Movement of piling frames into position and about the site, any necessary
excavation or filling required to place the frames, raising or lowering the frames and any staging, barges or the like required to support the frames, shall be deemed to be included with the item of piling. Measurement
2.10.10 Payment for treated timber piles driven shall be the product of the relevant rate per metre run and the penetration depth (measured from tip to cut-off level).
2.10.11 The pay length of each reinforced concrete pile after it is driven into the
ground is measured from the cut-off level of the pile to the end of pile shoe. Notwithstanding the provisions of Billing of Quantities contained in the General Preambles, the pay length of reinforced concrete piles shall be billed to the accuracy of nearest of 10mm.
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PARTICULAR PREAMBLES TO VARIOUS TRADES
2.0 CONCRETE WORK (CONT'D) 2.11 Surface Water Channels
Rate 2.11.1 Rates for each item of surface water channels shall be held to include for
all angles, intersections, ends, outlets and extra labour and material for forming grooves or rebates to sides.
Measurement 2.11.2 Where an item is described as “Add to last item for the increase in stages
of 150mm deep”, the difference of any depth less than 150mm shall be paid based on 150mm depth.
3.0 BRICKWORK AND BLOCKWORK
Rate 3.1 The rates for each item of block, brickwork shall be held to include for all
special made blocks, bricks and in-situ concrete in lieu, all rough and fair cuttings, oversailing 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 and coring flues, labour eaves filling, plumbing angles, forming square and rebated reveals, cut squints or birdsmouths, notches, forming, leaving or cutting chases, holes and mortices, cutting and pining and making good and any other sundry items of a like nature.
3.2 Rates for blockwork and brickwork shall be applicable to all work
irrespective of positions, patterns, shapes and height.
Deduction 3.3 Deductions shall be measured the net sizes of the openings and
recesses, including the extra width or rebated reveals. No deductions shall be made for openings of 0.50 square metre or less.
3.4 Deductions shall be made for strings, sills, lintols and the like only when
exceeding 100mm in height.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 4.0 FLOOR FINISHES
Description
4.1 The description of each item of floor finishes shall be deemed to include all temporary rules, temporary grounds, temporary screeds and the like, cutting holes, notching and the like, all normal bedding and pointing materials, providing all necessary samples, cleaning down and making good around pipes, sanitary fixtures and the like, work in narrow widths and small quantities in areas interrupted by seatings, channels and the like, all internal angles, quirks, grooves, throats, drips, coves and rounded external angles not exceeding 25mm radius, angles, stops, intersections, fair ends junctions, wreathed corners and the like on cornices, mouldings, enrichments, coves, skirtings, gutters, channels, strings, kerbs and similar or other sundry items of a like nature.
4.2 The description of each item of floor finishes shall be deemed to include
protecting surfaces from the weather or building operations.
Rate 4.3 Unless otherwise stated, rates in this section are applicable to works at
horizontal surfaces exceeding 300mm wide.
4.4 The rates for skirtings, shall be applicable to the following:- (a) Drops, risers, sides of plinths and curbs and other vertical surfaces
not exceeding 300mm high. (b) Treads, top of curbs and other horizontal surfaces not exceeding
300mm wide. Deduction
4.5 No deduction shall be made for openings of 0.50 square metre or less. 4.6 Measurement
Where an item is described as “Add to (or deduct from) ..... for each 5mm thickness over (or under) ......”, the difference for any thickness less than 5mm shall be paid/deducted based on 5mm thick.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 5.0 ROOFING
Description 5.1 The description of each item of roofing shall be deemed to include:-
a) All laps, straight, skew and circular cutting at eaves, verges, top edges, abutments, valleys and hips, cutting holes for pipes, nails, screws, clips, pellets, straps and the like.
b) Chasing the structure for burning-in or tucking in edges of
coverings, flashing and the like.
c) Holes in coverings, underbeds and insulations for pipes, standards and the like and making good.
Deduction
5.2 No deduction shall be made for voids of 0.50 square metre or less. 5.3 Membranes System and Panel Roofing System
Rate 5.3.1 Rates for Waterproofing Membranes System and Panel Roofing System
shall be held to include for narrow widths, small quantities, temporary rules, covering up, protecting after laying and cleaning on completion, all labour to form arrises, fair edges etc., all cuttings and working around pipes, dress down at eaves to form drips or carried up at abutments to walls, pipes, parapets, skirtings, concrete curbs etc. and the like.
5.4 Profiled Sheet Roofing
Description 5.4.1 The description of each item of profiled sheet roofing or cladding shall be
deemed to include all cutting at square and raking abutments, top edges, bedding and pointing eaves fillers, verges, cutting and fitting and making good around outlets, pipes and any other sundry items of a like nature.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 6.0 CARPENTRY AND JOINERY
Description 6.1 The description of each item of carpentry work shall be deemed to include
all cutting, notching, boring, sinking, pelleting, fitting, trimming, mitring, halving, morticing, tenoning, dovetailing, scarfing, wedging and all ends, splayed edges, short lengths and temporary supports and any other sundry of a like nature and also all labour in forming, drilling for bolts and fixing in position complete with nails, screws or adhesives.
6.2 The description of each item of joinery work shall be deemed to include all
nailing, gluing, screwing, plugging, cutting, notching, holes, housing ends, mitring ends and shaped ends, angles, junctions, heading joints, short lengths, tongued angles, splayed or rounded edges, chamfers, rebates, grooves and any other sundry items of a like nature including stops and working cross-grain, fitting and hanging and the like.
6.3 Nominal sizes are stated for wrot timber and an allowance of 2.5mm is
permitted for each wrot face. 6.4 Rates for windows and doors include hanging and fixing. 6.5 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, pull bars and handles, kickplates, locking eyes and the like as specified.
7.0 IRONMONGERY
Rate
7.1 Rates for each item shall be held to include for supply, delivery to site and fixing complete with all matching screws of the same finish as ironmongery, nails, pins or brads, cutting sinking and boring and morticing as required, oiling and easing and adjusting all moving parts, taking off and refixing after painting where necessary and handing 3 keys properly labelled to the Superintending Officer or the Superintending Officer's Representative etc unless otherwise described.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 8.0 STRUCTURAL STEELWORK AND METALWORK 8.1 Description The description of each item of work shall be deemed to include:-
a) Allowances for rolling margins and the weight of welding materials.
b) Shop and site fabrication including drilling, cutting (including holes and openings for other trades), notching, splicing, mitring, welding, riveting, bolting, machining ends and bearings, delivery, unloading, handling, assembling, hoisting, erecting, fitting and fixing in position, bedding, filling in solid, polishing and pointing including necessary lugs or other attachment.
c) Provision of all necessary construction equipment, temporary
bracing supports and the like required for erection, providing samples and tests required by the specification, the inspection of welds including the use of any special radio-graphic techniques.
d) Protection such as wrapping finished work with paper, coating with
grease or carrying out such other protective measures as may be required and removing and cleaning on completion.
e) Nuts and any type of washer which may be required.
f) Preparation of shop Drawings.
Deduction 8.2 No deduction shall be made for drillings, holes, notchings, splay cuts and
the like. Measurement
8.3 Weights stated shall be net theoretical weights. 8.4 Steel sections and plates in connections or fitted stiffeners, column cap
and base plates, rigid frame bases and butt plates, purlins, girts, eaves, fascias and similar cleats or brackets attached to trusses, lattice girders and open web joists and plates, and similar items shall be weighted at net dimensions.
8.5 Irregular, including circular shaped plates shall be weighted at the
smallest size rectangles from which they can be cut; regular and triangular shaped plates shall be weighted at net dimensions.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 8.0 STRUCTURAL STEELWORK AND METALWORK (CONT’D) 8.6 Half or other parts of steel sections in connections shall be weighted at
half the weight of the section from which they have been cut when equal to or less than half the section and at the full weight of the section from which they have been cut when greater than half the section.
9.0 WALL AND CEILING FINISHES
Rate 9.1 Rates for each item shall be deemed to include the provision of keys to
receive finishes, all temporary rules, temporary grounds, temporary screeds and the like, cramps, dowels, ties, special metal supporting brackets and the like, cutting holes, notching and the like, masking, labour to internal angles other than coved angles, making good around pipes, sanitary fixtures and the like, work in narrow widths and small quantities, joints between different types of work, joints between new and old work, internal angles, fair edges, rounded or chamfered edges or angles, quirks, grooves, V-joints, groin points and other intersections of curved surfaces, rounded coves and external angles not exceeding 25mm radius, necessary UPVC trimming pieces, mitres, stops and the like on cornices, mouldings, architraves, coves, skirtings, gutters, strings and all making good and any other sundry items of a like nature.
9.2 Rates for each item shall also be deemed to include protecting surfaces
from the weather or building operations. 9.3 Rates for each item of wall tiling shall be held to include for narrow widths
and small quantities, fittings around air bricks, pipes and the like and any other sundry items.
9.4 Rates for each item of terrazzo shall be held to include for narrow widths
and small quantities, and for all temporary rules, internal angles, arises, joints between different types of terrazzo, quirks and all making good and any other sundry items of a like nature on in-situ terrazzo, fitting around air bricks, pipes and the like and any other sundry items of a like nature on precast terrazzo.
Deduction
9.5 No deduction shall be made for openings of 0.50 square metre or less.
Measurement 9.6 In the measurement of plastering, no deduction shall be made for casings
for pipes under 300mm wide or angles which are finished in a different material if these do not exceed 100mm girth.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 9.0 WALL AND CEILING FINISHES (CONT’D) 9.7 Measurement of ceilings shall include sides and soffits of beams. 9.8 "Within the building" shall mean surfaces within the internal of
buildings/flats, corridors, staircases and the like which normally do not entail scaffolding or mechanical cradles to carry out the works.
9.9 "External face of building" shall mean surfaces such as gable end walls,
front/back external walls and any other surfaces which are constantly exposed to weather and/or which normally require the use of scaffolding or mechanical cradles to carry out the work.
9.10 Work shall be deemed to be executed when scaffolding has been
provided during the course of construction. Should scaffolding be required separately just to execute the work, it would be paid as an extra item.
10.0 SANITARY, WATER AND GAS INSTALLATION
Description 10.1 The description of each item of pipework shall be deemed to include:-
a) All short lengths, joints in the running lengths, joints to all branches, tees, sockets, sleeves, connectors, backnuts, nipples, standard pipe framings or supporting clips, saddles, fastening brackets, holderbats, straps and the like.
b) Giving notices.
c) Complying with all requirements of the relevant authorities, paying
fees and the like in connection with the installations and preparing and submitting Drawings for approval if required.
Measurement 10.2 Where an item is described as “Add to last item for each additional
150mm depth”, the difference of any depth less than 150mm shall be paid based on 150mm depth.
11.0 GLAZING
Rate 11.1 Rates for each item of glazier shall be held to include for cutting and
rounded edges, fixing panel pins, clips, brass screws and cup, neoprene strips, silicone sealants and the like and leaving the glass clean on completion
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PARTICULAR PREAMBLES TO VARIOUS TRADES 12.0 PAINTING AND DECORATING
Rate 12.1 Rates for each item of painting shall be held to include for all necessary
preparation of surfaces including cleaning off, knotting, stopping and sandpapering woodwork, wirebrushing metal and leaving all surfaces free from dust, rust, grease and oil before painting, narrow widths, etc.
12.2 All items in this section shall be deemed to include for multi-coloured
works.
Deduction 12.3 No deduction shall be made for openings of 0.50 m2 or less. 12.4 Work shall be deemed to be executed when scaffolding has been provided
during the course of construction. Should scaffolding be required separately just to execute the work, it would be paid as an extra item.
13.0 TURFING AND TREE-PLANTING & LANDSCAPING WORKS
Definition of Approved Soil Mixture 13.1 Approved soil mixture shall be three parts topsoil with one part of soil
conditioner and 1 kg per m3 of granular fertilizer NPK (15:15:6.4) or 4:2:1 subsoil, unwashed sand and soil conditioner with 1 kg per m3 of granular fertilizer NPK (15:15:6.4). Measurement
13.2 The measurement of girths of the trees shall be at a height of 1.0 metre above ground.
13.3 Rates
The rate for cutting down trees shall be deemed to include for grubbing up roots and filling of voids after removal of tree roots.
13.4 The rate of each item of turfing and planting shall be deemed to include
for watering, weeding, fertilizing, cutting, settlement, re-seeding and maintenance during the “Maintenance Period” as specified.
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PARTICULAR PREAMBLES TO VARIOUS TRADES 14.0 DAYWORK
Rate 14.1 Rates shall be applicable in respect of all work executed on a daywork
basis. During the continuance of such work, the Contractor shall keep proper records of the names, occupations and working hours of all workmen employed for such work and the quantities and descriptions of all materials and construction equipment employed. Such records, receipts or vouchers must be verified by the Superintending Officer or the Superintending Officer's Representative before payment can be effected.
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
EXCAVATION
Excavation oversite commencing from ground levelin ordinary ground, including forming of surfacesand removal of surplus excavated materials withinsite, for the following average overall depth:
1 not exceeding 150mm deep. m² 1.90 SA001
2 exceeding 150mm but not exceeding 300mm deep. m² 3.30 SA002
3 exceeding 300mm deep. m³ 9.90 SA003
4 Excavation in Embankment commencing from reducedlevel in ordinary ground including forming of surfaces andremoval of surplus excavated materials within site.
m³ 11.50 SA007
Excavate to form Trenches for Columns, Pilecaps,Foundations, Beams, Basements, Pier Holes etc inordinary ground including forming of bottom,necessary planking and strutting, part return, fill andram, and remainder get out and deposit on site asdirected in stages of the following depth:
5 not exceeding 2.00m deep. m³ 16.10 SA008
6 exceeding 2.00m but not exceeding 4.00m deep. m³ 16.60 SA009
7 exceeding 4.00m but not exceeding 6.00m deep. m³ 18.40 SA010
8 exceeding 6.00m but not exceeding 8.00m deep. m³ 20.30 SA042
Excavation for HARD GROUND where blasting willnot be permitted HARD GROUND is defined as:cemented sand, shale, decomposed rock or othermaterial with Standard Penetration Values notexceeding 70 blows per 30cm and bulk density notexceeding 2100kg/m3 and can be excavated by heavymachinery with a maximum breakout force of13,000kg such as Caterpillar 977L or its equivalent:
9 not exceeding 2.00m deep. m³ 25.20 SA012
10 exceeding 2.00m but not exceeding 4.00m deep. m³ 27.90 SA013
11 exceeding 4.00m but not exceeding 6.00m deep. m³ 32.20 SA014
BSOR / 21
Page 20 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
EXCAVATION (CONT'D)
Excavate to form trenches for drain lines in ordinaryground including forming of bottom, necessaryplanking and strutting, get out and deposit on site asdirected and backfill excavated trench with granitedust/fines in stages of the following depth:
12 not exceeding 2.00m deep. m³ 36.60 SA034
13 exceeding 2.00m but not exceeding 4.00m deep. m³ 36.90 SA035
Excavate to form trenches for service pipes, cablecrossings, etc. in ordinary ground including formingbottom and get out, deposit on site as directed andbackfill trench in stages of the following depths:
14 not exceeding 2.00m deep with granular materials. m³ 35.80 SA038
15 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 35.90 SA039
16 not exceeding 2.00m deep with selected excavated material.
m³ 14.90 SA036
17 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 15.00 SA040
18 not exceeding 2.00m deep with selected imported earth.
m³ 23.50 SA037
19 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 23.60 SA041
20 CART AWAY excavated materials off site and deposit atthe Contractor's own dumping ground.
m³ 9.50 SA016
21 Dry approved earth filling obtained from outside sourceand fill in layers of 300mm thick; including labour forspreading, trimming and consolidating to form earthmounds or to form levels outside buildings and/or underfloor slabs, etc as specified.
m³ 14.20 SA017
22 Selected excavated material obtained within the site andused as filling to make up level including consolidation.
m³ 12.80 SA018
BSOR / 22
Page 21 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
EXCAVATION (CONT'D)
23 80mm diameter (minimum) bakau piles as roller supports. m 0.40 SA033
24 Unwashed sand including spreading, levelling andconsolidating.
m³ 15.70 SA020
25 Hardcore in beds, comprising of clean brokenbricks/concrete, deposit, spread, levelled, mechanicallyconsolidated and including 25mm thick sand or granitedust blinding/topping.
m³ 16.20 SA024
26 Granite dust, spread, level and consolidate. m³ 47.80 SA025
27 Pre-treatment of soil for the protection of building againstsubterranean termites with approved chemicals includinga layer of black polythene sheets on top of the treatedarea (treated/untreated area shall be measured flat onplan up to the perimeter of the building line excludingapron areas - rate inclusive of the provision of a 5-yearwarranty).
m² 12.70 SA027
28 Supply and delivery of Grade 43 steel sheet piles for useas temporary shoring to retain the sides of excavation inapproved section and lengths.
ton 171.30 SA028
29 Driving Grade 43 steel sheet piles including the provisionof all labour, Construction equipment (providing,assembling and subsequent dismantling of pilingequipment measured separately), tools and everythingnecessary for the installation as specified.
ton 379.50 SA029
30 Extracting, recovering and stacking Grade 43 steel sheetpiles including the provision of all labour, tools (providing,assembling and subsequent dismantling of pilingequipment measured separately), and everythingnecessary for the execution as specified.
ton 253.00 SA030
31 Grade 43 steel sheet piles left in permanently includingthe provision of all labours, tools (providing, assemblingand subsequent dismantling of piling equipmentmeasured separately), and everything necessary for theinstallation as specified.
ton 1,847.50 SA031
32 Providing and assembling of necessary piling equipmentto drive/extract Grade 43 steel sheet piles of any sizeincluding all necessary tools and appliances, subsequentdismantling and removal on completion of the work onsite.
item 8,159.30 SA032
BSOR / 23
Page 22 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK
Mass/lean concrete to underside of foundations,ground beams, floor slabs, apron slabs, etcirrespective of thickness as specified:
33 Concrete (1:3:6). m³ 116.30 SB003
34 Concrete (1:2:4). m³ 118.70 SB002
Reinforced Concrete in foundations, ground beams,column stumps, ground floor slabs, apron slabs etcincluding working around rod or fabric reinforcementbelow ground floor level as specified (reinforcementmeasured separately):
35 Grade 20. m³ 122.20 SB004
36 Grade 25. m³ 124.60 SB006
37 Grade 30. m³ 127.00 SB008
38 Grade 35. m³ 129.50 SB111
39 Grade 40. m³ 133.10 SB113
40 Grade 45. m³ 134.90 SB116
41 Grade 50. m³ 140.90 SB118
42 Extra over grade 40 reinforced concrete for the provisionof precast pilecap formwork panels including fabricationand all necessary tie bars and clamps.
m2 44.70 SB367
Reinforced Concrete to suspended slabs, beams,columns, staircases, walls, etc including workingaround rod or fabric reinforcement above groundfloor level as specified (reinforcement measuredseparately):
43 Grade 20. m³ 129.10 SB005
44 Grade 25. m³ 131.60 SB007
45 Grade 30. m³ 134.00 SB009
46 Grade 35. m³ 136.40 SB112
BSOR / 24
Page 23 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Reinforced Concrete to suspended slabs, beams,columns, staircases, walls, etc including workingaround rod or fabric reinforcement above groundfloor level as specified (reinforcement measuredseparately) (Cont'd):
47 Grade 40. m³ 140.00 SB114
48 Grade 45. m³ 141.80 SB117
49 Grade 50. m³ 147.90 SB119
50 Approved damp proof membrane Type B (felt fibre base)to underside of reinforced concrete slab includingprovision for laps and preparation of surface as specified.
m² 9.30 SB011
51 Liquid-applied flexible cementitious or water-basedWaterproofing Membrane to bath/wc/kitchen floorsincluding upturns on pipes and walls as specified(Measured flat-on-plan and no adjustment to be made forvoids occupied by pipes).
m² 12.50 SB359
Mild Steel Rod Reinforcement, fabricated and laid infoundations, beds, suspended slab, walls, columns,beams, staircases etc, and including labour forforming stirrups, links etc:
52 6mm diameter. kg 2.40 SB022
53 8mm diameter. kg 2.20 SB154
54 10mm diameter. kg 2.00 SB023
55 13mm diameter. kg 2.00 SB024
56 16mm diameter. kg 2.00 SB025
57 20mm diameter. kg 1.80 SB026
58 25mm diameter. kg 1.70 SB028
BSOR / 25
Page 24 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Deformed High Tensile Steel Rod Reinforcement,fabricated and laid in foundations, beds, suspendedslabs, walls, columns, beams, staircases etc, andincluding labour for forming stirrups, links etc:
59 6mm diameter. kg 0.60 SB155
60 8mm diameter. kg 1.90 SB157
61 10mm diameter. kg 1.90 SB031
62 13mm diameter. kg 1.90 SB032
63 16mm diameter. kg 1.90 SB033
64 20mm diameter. kg 1.70 SB034
65 22mm diameter. kg 1.70 SB035
66 25mm diameter. kg 1.70 SB036
67 28mm diameter. kg 1.70 SB037
68 32mm diameter. kg 1.70 SB038
69 Extra over steel rod reinforcement for galvanising. kg 0.80 SB039
Welded steel fabric reinforcement well lapped andtied at joints (measured nett) :
70 A5. m² 3.80 SB040
71 A6. m² 4.50 SB041
72 A7. m² 5.70 SB042
73 A8. m² 7.10 SB043
BSOR / 26
Page 25 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Welded steel fabric reinforcement well lapped andtied at joints (measured nett) (Cont'd):
74 A10. m² 10.70 SB145
75 A12. m² 15.10 SB284
76 B5. m² 6.60 SB146
77 B6. m² 7.10 SB147
78 B7. m² 7.90 SB148
79 B8. m² 10.40 SB149
80 B8A. m² 6.60 SB352
81 B9. m² 12.20 SB229
82 B10. m² 13.90 SB150
83 B12. m² 18.30 SB151
84 B13. m² 22.90 SB350
85 D5. m² 6.90 SB346
86 D6. m² 8.20 SB048
87 D7. m² 10.60 SB049
88 D8. m² 13.60 SB124
89 D9. m² 16.90 SB230
90 D10. m² 20.90 SB231
91 D11. m² 25.00 SB347
92 D12. m² 29.90 SB348
93 D13. m² 35.10 SB349
94 Dowel Mesh (DM). m² 7.60 SB358
BSOR / 27
Page 26 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Prefabricated pilecap mesh reinforcement:
95 Type H1320 0840. m² 12.10 SB326
96 Type H1315 1315. m² 24.00 SB354
97 Type H1310 1310. m² 33.80 SB324
98 Type H1310 1610. m² 43.00 SB325
99 Type 2H1310 1320. m² 42.80 SB327
100 Type 2H1315 1315. m² 34.70 SB331
101 Type 2H1310 0840. m² 36.30 SB330
102 Type 2H1315 0840. m² 25.50 SB355
103 Type 2H1310 1310. m² 50.80 SB328
104 Type 2H1310 1610. m² 59.10 SB329
105 ECC mesh H1320 (Type 1) m 11.10 SB363
106 ECC mesh H1320 (Type 2) m 12.20 SB364
107 Prefabricated pilecap link mesh reinforcement. m² 19.10 SB332
Prefabricated beam stirrup cage reinforcement:
108 Reference no. S07. m² 16.40 SB280
109 Reference no. S10. m² 13.40 SB167
110 Reference no. S15. m² 10.40 SB168
111 Reference no. S20. m² 8.80 SB169
112 Reference no. S25. m² 7.90 SB170
113 Reference no. S130. m² 19.70 SB281
114 Reference no. S137. m² 24.90 SB333
115 Reference no. 2S130 (twin). m² 35.20 SB334
116 Prefabricated beam capping link reinforcement no R10-300.
m² 18.10 SB288
BSOR / 28
Page 27 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Prefabricated wall mesh reinforcement:
117 Type H1320 0820. m² 11.50 SB356
118 Type H1310 0820. m² 19.20 SB357
Prefabricated column link cage of R6 reinforcement(Reference no L36, L36A, L36B, L46, L46A, L46B, L56,L56A, L56B) :
119 at 100mm spacing. m² 7.30 SB306
120 at 150mm spacing. m² 6.10 SB307
121 at 175mm spacing. m² 5.80 SB337
122 at 200mm spacing. m² 5.60 SB308
Prefabricated column link cage of R8 reinforcement(Reference no L38, L38A, L38B, L48, L48A, L48B, L58,L58A, L58B) :
123 at 100mm spacing. m² 10.10 SB309
124 at 150mm spacing. m² 8.00 SB310
125 at 200mm spacing. m² 6.90 SB311
126 at 250mm spacing. m² 6.30 SB338
127 Timber formwork to surfaces of concrete foundations,column stumps, ground beams, ground floor slabs, etc.
m² 11.60 SB110
128 Timber formwork to surfaces of concrete columns, walls,suspended slabs, stairs, canopies, beams, lintols etc.
m² 16.60 SB062
129 Timber formwork to produce a good off-form finish tosurfaces of concrete columns, walls, slabs, beams,staircases, canopies, lintols etc. as specified.
m² 16.30 SB274
130 Formwork of approved materials to produce a good off-form finish to curved surfaces of concrete columns, walls,slabs, beams, staircases, canopies, lintols, etc. asspecified.
m² 21.90 SB275
131 LABOUR ONLY for preparing, cleaning, assembling,erecting and dismantling of metal formwork of any typesto surfaces of concrete columns, walls, suspended slabs,staircases, canopies, beams etc.
m² 26.50 SB064
BSOR / 29
Page 28 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
PRECAST CONCRETE in sills, lintols, slabs, etcincluding moulds, hoisting and fixing in position:
132 Grade 25 with reinforcement. m³ 501.00 SB158
133 Grade 25 without reinforcement. m³ 268.20 SB159
134 Grade 30 with reinforcement. m³ 503.50 SB161
135 Grade 30 without reinforcement. m³ 270.60 SB162
136 Grade 40 with reinforcement. m³ 509.50 SB339
137 Grade 40 without reinforcement. m³ 276.70 SB340
138 Precast concrete Grade 40 in footing/stump includingmoulds, hoisting and placing in position (reinforcementmeasured separately).
m³ 244.40 SB380
139 Hacking through reinforced concrete floors or walls (anythickness) to form opening including making good andremove debris from site.
m³ 645.10 SB068
140 Breaking up existing reinforced concrete structuresincluding removing debris off the site.
m³ 124.20 SB164
141 Breaking up of existing mass concrete structuresincluding removing debris off the site.
m³ 99.40 SB165
142 One layer of approved epoxy concrete bonding agent tohacked concrete surfaces before concreting.
m² 26.20 SB166
Concrete in small quantities not exceeding 0.15m³including all necessary formwork:
143 Grade 20. m³ 271.20 SB069
144 Grade 25. m³ 274.80 SB160
145 Grade 30. m³ 278.40 SB163
146 Grade 40. m³ 287.50 SB317
BSOR / 30
Page 29 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Coring of holes through concrete structure includingremoval of debris off site:
147 25 to 31mm diameter x 100 to 200mm depth. no 43.50 SB190
148 25 to 31mm diameter x 201 to 300mm depth. no 55.60 SB193
149 25 to 31mm to diameter x 301 to 400mm depth. no 68.80 SB194
150 32 to 49mm diameter x 100 to 200mm depth. no 38.00 SB300
151 32 to 49mm diameter x 201 to 300mm depth. no 50.60 SB301
152 32 t0 49mm diameter x 301 to 400mm depth. no 68.80 SB302
153 50 to 74mm diameter x 100 to 200mm depth. no 38.00 SB195
154 50 to 74mm diameter x 201 to 300mm depth. no 50.60 SB198
155 50 to 74mm diameter x 301 to 400mm depth. no 65.00 SB199
156 75 to 99mm diameter x 100 to 200mm depth. no 44.30 SB200
157 75 to 99mm diameter x 201 to 300mm depth. no 58.70 SB203
158 75 to 99mm diameter x 301 to 400mm depth. no 78.80 SB204
159 100 to 149mm diameter x 100 to 200mm depth. no 50.60 SB205
160 100 to 149mm diameter x 201 to 300mm depth. no 77.60 SB208
161 100 to 149mm diameter x 301 to 400mm depth. no 93.70 SB209
162 150 to 199mm diameter x 201 to 300mm depth. no 97.80 SB213
163 150 to 199mm diameter x 301 to 400mm depth. no 128.20 SB214
164 200 to 249mm diameter x 100 to 200mm depth. no 106.40 SB215
165 200 to 249mm diameter x 201 to 300mm depth. no 136.90 SB218
166 200 to 249mm diameter x 301 to 400mm depth. no 193.80 SB219
167 250 to 299mm diameter x 100 to 200mm depth. no 143.20 SB319
168 250 to 299mm diameter x 201 to 300mm depth. no 191.50 SB320
169 250 to 299mm diameter x 301 to 400mm depth. no 264.50 SB321
BSOR / 31
Page 30 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Coring of holes through concrete structure includingremoval of debris off site (Cont'd):
170 300mm diameter x 100 to 200mm depth. no 177.70 SB220
171 300mm diameter x 201 to 300mm depth. no 214.30 SB223
172 300mm diameter x 301 to 400mm depth. no 264.80 SB224
Forming bituminous expansion joint in concretefloors including all necessary formwork andbituminous seal:
173 13mm wide x 75mm deep. m 7.00 SB316
174 25mm wide x 100mm deep. m 16.10 SB096
175 Forming of 25mm wide expansion joint in cavity with foamplastic infill as specified.
m² 0.90 SB120
176 Forming of surface channel 150mm wide x 50mm deepon concrete floor slab to fall.
m 1.90 SB360
225mm wide (internal) Reinforced ConcreteSURFACE DRAIN constructed with 100mm thicksides, 100mm thick bottom and all exposed sides,bottom and arrises rendered smooth in cementmortar including all necessary excavation, formworkand lean concrete laid to fall as directed:
177 Grade 25 not exceeding 400mm deep (average) to invert and reinforced with B6 WSF reinforcement.
m 88.80 SB099
178 Add to LAST ITEM for the increase in stages of 100mm deep.
m 17.10 SB100
179 Grade 40 not exceeding 400mm deep (average) to invert and reinforced with A7 WSF reinforcement.
m 88.20 SB314
180 Add to LAST ITEM for the increase in stages of 100mm deep.
m 17.00 SB315
181 Extra over 225mm wide reinforced concrete drain forPRECAST CONCRETE INVERT.
m 2.90 SB105
BSOR / 32
Page 31 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
182 225mm wide (internal) grade 40 precast concrete housedrain not exceeding 400mm deep (average) to invert with100mm thick sides and bottom complete withreinforcement and topping up sides with in-situ concreteincluding all necessary jointing, excavation, formwork andlean concrete and laid to falls as specified.
m 62.10 SB365
183 Add to LAST ITEM for the increase in stages of 100mmdeep.
m 5.00 SB366
184 315mm diameter UPVC pipe conforming to SS272 forconcealed drain outlet with Grade 30 concrete bed andreinforced with WSF B5 including formwork and leanconcrete (excavation measured separately)
m 82.40 SB371
Precast concrete (Grade 40) components includingall reinforcement, moulds, formwork stacking,hoisting, setting, labour and materials for jointing,testing accessories and protection, etc as specified:
185 100mm normal weight Partition Wall m² 85.10 SB130
186 90mm normal weight Partition Wall m² 79.40 SB131
187 70-90mm thick Prestressed Plank m² 65.60 SB381
188 70-90mm thick Non-prestressed Plank m² 75.90 SB383
189 75mm thick Ferrolite Partition Wall (design mix as specified)
m² 69.50 SB384
190 250mm Gable End Wall m² 138.00 SB134
191 Façade Wall without Beam m² 75.90 SB132
192 Beam m3 580.80 SB372
Precast concrete (Grade 50) components includingall reinforcement, moulds, formwork stacking,hoisting, setting, labour and materials for jointing,testing accessories and protection, etc as specified:
193 Column/300mm thick Wall m3 592.30 SB373
BSOR / 33
Page 32 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
BRICKWORK AND BLOCKWORK
Brickwork in standard common bricks (size 215 x102.5 x 65mm) laid in prepacked mortar as specifiedwith 10mm joints raked 10mm deep or flush pointedas work proceeds:
194 Generally. m³ 274.30 SC005
195 One brick thick wall. m² 65.30 SC006
196 Half brick thick wall reinforced with expanded metal brickwork reinforcement.
m² 33.20 SC007
197 Half brick thick wall built honeycomb. m² 25.50 SC008
Common brickwall using modular bricks laid inprepacked mortar as specified with 10mm jointsraked 10mm deep or flush pointed as the workproceeds:
198 90mm thick reinforced with expanded metal brickwork reinforcement.
m² 28.90 SC016
199 190mm thick. m² 54.90 SC015
200 290mm thick. m² 76.10 SC044
Red facing brickwall using modular bricks laid inprepacked mortar as specified with 10mm jointsraked 10mm deep or flush pointed as the workproceeds:
201 90mm thick reinforced with expanded metal brickwork reinforcement.
m² 54.70 SC055
202 190mm thick. m² 105.30 SC062
203 Extra over common modular brickwork for using redfacing bricks to one face of the brickwall (applicable tobrickwall of thickness 190mm and above).
m² 29.00 SC017
BSOR / 34
Page 33 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
BRICKWORK AND BLOCKWORK (CONT'D)
Glass block wall laid in premix mortar complete withpanel reinforcing, panel anchors, expansion strips,etc as specified:
204 146 x 146 x 98mm thick "Pittsburgh Corning" transparent/non-transparent glass blocks.
m² 432.10 SC047
205 Extra over item SC047 for using colour coated edge blocks.
m² 41.60 SC048
206 197 x 197 x 98mm thick "Pittsburgh Corning" transparent/non-transparent glass blocks.
m² 288.70 SC045
207 Extra over item SC045 for using colour coated edge blocks.
m² 23.40 SC046
208 145 x 145 x 95mm thick "NEG" transparent/non-transparent glass blocks.
m² 439.00 SC052
209 190 x 190 x 95mm thick "NEG" transparent/non-transparent glass blocks.
m² 303.70 SC049
Solid block wall laid in prepacked mortar asspecified:
210 70mm thick wall using 190 x 90 x 70mm solid blocks. m² 27.60 SC027
211 90mm thick wall using 190/290 x 90 x 90mm solid blocks.
m² 16.60 SC028
212 190mm thick wall using 190 x 90 x 90mm solid blocks.
m² 32.20 SC030
213 Breaking up blockwork or brickwork in cement mortarincluding plaster (measured in gross thickness) andremoving debris off site.
m³ 39.40 SC031
214 Approved horizontal damp proof course Type B (felt fibrebase) to brick/block walls bedded in prepacked mortar asspecified.
m² 14.50 SC035
215 13mm deep polyurethane sealant joint (horizontal orvertical) with 10mm diameter backer rod to gap betweenbrickwall and beam/column as specified.
m 6.30 SC040
BSOR / 35
Page 34 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES
216 Hack existing concrete surface to form keys and washclean to receive finishing.
m² 2.60 SD001
217 Extra over concrete slab for trowelling surface of floor orroof slab.
m² 0.80 SD002
218 Extra over concrete slab for compacting and trowellingsmooth surface of reinforced concrete floor slab by powertrowel.
m² 2.20 SD003
219 Extra over concrete floor or screed for the application ofapproved non-metallic hardener with power trowelledfinish including spraying a coat of approved curing agentonto the finished surface as specified.
m² 14.40 SD082
220 Extra over concrete ramp for the application of approvednon-metallic hardener with power trowelled finishincluding spraying a coat of approved curing agent ontothe finished surface and forming ring indentations asspecified (measured flat on plan).
m² 19.30 SD083
Forming 10mm wide groove lines on surfaces ofconcrete ramp:
221 At not more than 150mm apart. m² 5.60 SD104
222 Exceeding 150mm but not more than 300mm apart. m² 2.50 SD109
223 Matt finished polymer surface coating of approvedcolours over roof slab as specified. (rate inclusive of theprovision of a 5-year warranty).
m² 31.10 SD103
224 20-30mm thick non-shrink cement rendering to concretesurfaces trowelled to a smooth finish.
m² 91.10 SD105
225 10mm thick prepacked waterproof screed for kitchen,bath and WC floors as specified.
m² 6.80 SD110
226 ADD to (or deduct from) ITEM SD110 for each 5mmthickness over (or under) 10mm.
m² 2.00 SD112
227 20mm thick prepacked screed to floor trowelled to asmooth finish.
m² 8.50 SD004
228 ADD to (or deduct from) ITEM SD004 for each 5mmthickness over (or under) 20mm.
m² 1.70 SD005
BSOR / 36
Page 35 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
20mm thick prepacked screed to skirting, treads,risers, curbs and returns etc and trowelled to asmooth finish including coved and rounded angles:
229 Not exceeding 150mm in height/width. m 5.10 SD006
230 Exceeding 150mm but not exceeding 300mm in height/width.
m 7.90 SD007
231 ADD to (or deduct from) ITEM SD006 for each 5mm thickness over (or under) 20mm.
m 1.00 SD008
232 ADD to (or deduct from) ITEM SD007 for each 5mm thickness over (or under) 20mm.
m 1.60 SD009
233 20mm thick prepacked screed to receive floor finishes. m² 6.90 SD087
234 ADD to (or deduct from) ITEM SD087 for each 5mmthickness over (or under) 20mm.
m² 1.40 SD088
235 25mm thick Concrete Screed (Grade 25) with 10mmmaximum size aggregate to concrete floor surfacesfinished with steel trowelling including all necessarylabour and materials for preparation of substrate'ssurface to receive screed as specified.
m² 8.80 SD010
236 ADD to (or deduct from) ITEM SD010 for each 5mmthickness over (or under) 25mm.
m² 1.40 SD011
25mm thick Concrete Screed (Grade 25) with 10mmmaximum size aggregate to skirting, treads, risers,curbs and return etc, trowelled to a smooth finishincluding coved and rounded angles and allnecessary labour and materials for preparation ofsubstrate's surface as specified:
237 Not exceeding 150mm in height/width. m 6.40 SD012
238 Exceeding 150mm but not exceeding 300mm in height/width.
m 9.20 SD013
239 ADD to (or deduct from) ITEM SD012 for each 5mm thickness over (or under) 25mm .
m 1.00 SD014
240 ADD to (or deduct from) ITEM SD013 for each 5mm thickness over (or under) 25mm.
m 1.50 SD015
BSOR / 37
Page 36 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
241 20mm thick granolithic paving consisting of cement, sandand granite chippings (1:1:2) to floor and trowelled to asmooth finish.
m² 9.90 SD019
242 ADD to (or deduct from) ITEM SD019 for each 5mmthickness of granolithic layer over (or under) 20mm.
m² 2.00 SD020
20mm thick granolithic consisting of cement, sandand granite chippings (1:1:2) to skirtings, treads,risers, curbs and returns etc and trowelled to asmooth surface including coved and rounded angles:
243 Not exceeding 150mm in height/width. m 5.80 SD021
244 Exceeding 150mm but not exceeding 300mm in height/width.
m 7.90 SD022
245 ADD to (or deduct from) ITEM SD021 for each 5mm thickness over (or under) 20mm.
m 1.00 SD023
246 ADD to (or deduct from) ITEM SD022 for each 5mm thickness over (or under) 20mm.
m 1.60 SD024
247 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish.
m² 7.80 SD025
248 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish all as in ITEM SD025 but forskirting etc not exceeding 150mm in height/width.
m 2.10 SD026
249 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish all as in ITEM SD025 but forskirting etc exceeding 150mm but not exceeding 300mmin height/width.
m 3.50 SD027
250 50mm thick cement rendering to floor slab including20mm thk granolithic paving consisting of cement, sandand granite chippings (1:1:1) with concrete hardenertrowelled to a smooth finish.
m² 25.90 SD116
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S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
8mm thick quarry tiles laid and bedded on andincluding necessary prepacked base screed asspecified:
251 100 x 100mm tiles. m² 42.70 SD043
252 200 x 100mm tiles. m² 40.60 SD044
253 Brick-on-edge paving using red facing modular bricks laidto approved pattern, jointed and pointed in prepackedmortar as specified (screed measured separately).
m² 52.90 SD047
254 190mm wide brick-on-edge curb using M211 red facingmodular bricks jointed and pointed in prepacked mortaras specified (screed measured separately).
m 16.20 SD054
255 190mm wide brick-on-edge curb/coping using M211 redfacing bullnose/splayed edge bricks jointed and pointedin prepacked mortar as specified (screed measuredseparately)
m 17.60 SD070
256 Grade C glazed ceramic floor tiles of approved colours,patterns and textures (nominal size 200 x 200 x 8mmthick), bedded on and including prepacked screed andpointing with approved coloured tile grouts as specified.
m² 42.90 SD092
Grade C glazed ceramic floor tiles of approvedcolours, patterns and textures (to match 200 x 200 x8mm thick tiling) to skirtings, treads, risers, curbs,nosing and returns, bedded on and includingprepacked screed and pointing with approvedcoloured tile grouts as specified:
257 Not exceeding 150mm in height/width. m 10.10 SD093
258 Exceeding 150mm but not exceeding 300mm in height/width.
m 16.20 SD094
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S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
259 Grade C glazed ceramic floor tiles of approved colours,patterns and textures (nominal size 300 x 300 x 9mmthick), bedded on and including prepacked screed andpointing with approved coloured tile grouts as specified.
m² 45.30 SD064
Grade C glazed ceramic floor tiles of approvedcolours, patterns and textures (to match 300 x 300 x9mm thick tiling) to skirtings, treads, risers, curbs,nosing and returns, bedded on and includingprepacked screed and pointing with approvedcoloured tile grouts as specified:
260 Not exceeding 150mm in height/width. m 9.80 SD065
261 Exceeding 150mm but not exceeding 300mm in height/width.
m 15.70 SD066
262 Glazed porcelain ceramic floor tiles of approved colours,patterns (nominal size 600 x 600 x 10mm thick), beddedon and including prepacked screed and pointing withapproved coloured tile grouts as specified.
m² 57.60 SD119
263 Glazed porcelain ceramic floor tiles of approved colours,patterns (nominal size 500 x 500 x 9mm thick), beddedon and including prepacked screed and pointing withapproved coloured tile grouts as specified.
m² 54.30 SD118
264 Heavy duty unglazed ceramic floor tiles of approvedcolours, patterns and textures (nominal size 200 x 200 x8mm thick), bedded on and including prepacked screedand pointing with approved coloured tile grouts asspecified.
m² 50.30 SD100
Heavy duty unglazed ceramic floor tiles of approvedcolours, patterns and textures (to match 200 x 200 x8mm thick tiling) to skirtings, treads, risers, curbs,nosing and returns, bedded on and includingprepacked screed and pointing with approvedcoloured tile grouts as specified:
265 Not exceeding 150mm in height/width. m 11.70 SD101
266 Exceeding 150mm but not exceeding 300mm in height/width.
m 19.20 SD102
267 Heavy duty unglazed ceramic floor tiles of approvedcolours, patterns and textures (nominal size 300 x 300 x9mm thick), bedded on and including prepacked screedand pointing with approved coloured tile grouts asspecified.
m² 51.60 SD097
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
Heavy duty unglazed ceramic floor tiles of approvedcolours, patterns and textures (to match 300 x 300 x9mm thick tiling) to skirtings, treads, risers, curbs,nosing and returns, bedded on and includingprepacked screed and pointing with approvedcoloured tile grouts as specified:
268 Not exceeding 150mm in height/width. m 10.90 SD098
269 Exceeding 150mm but not exceeding 300mm in height/width.
m 17.80 SD099
270 Glazed ceramic round edge skirting tile 400x80x8mmthick of approved colour and textures bedded on andincluding prepacked screed and pointing with approvedcoloured tile grouts as specified.
m 14.00 SD115
271 Heavy duty structured/textured ceramic floor tile (nominalsize 300x300x9mm thick) bedded on and includingprepacked screed and pointing with approved colouredtile grouts as specified.
m2 49.60 SD114
272 Heavy duty polished homogeneous floor tiles of approvedcolours, patterns and textures, (nominal size 400 x 400 x9mm thick), bedded on and including prepacked screedand pointing with approved coloured tile grouts asspecified.
m2 56.10 SD111
273 Extra over ceramic floor tiles for prepacked waterproofscreed in lieu of prepacked screed.
m2 1.60 SD113
Coloured interlocking concrete paving blocks toapproved pattern including 50mm thick compactedsand bed as specified:
274 224 x 110.5 x 80mm thick. m² 27.60 SD077
275 225 x 111 x 100mm thick. m² 30.00 SD078
276 453 x 453 x 100mm thick. m² 28.60 SD079
277 600 x 600 x 50mm thick concrete paving slab of grade 25concrete with 10mm max. aggregate jointed withprepacked mortar as specified.
m 16.90 SD080
278 20 x 25mm PVC "L" shaped Floor Strip laid to fall,secured to reinforced concrete floor slab with masonrynails at 500mm centre to centre and top of strip to beflushed with concrete screed as specified.
m 3.10 SD084
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
ROOFING
279 BRC 3315 to roof to support sisalation paper. m² 2.60 SE001
Woodwool slab to roof:
280 25mm thick. m² 40.90 SE005
281 50mm thick. m² 52.60 SE045
282 900 x 600 x 20mm thick ferrocement secondary roofslabs, reinforced with galvanised fine mesh to reinforcedconcrete flat roof including all necessary supportingconcrete solid blocks, labour and materials for sealing uppipes etc as specified.
m² 36.30 SE048
283 3mm thick acrylic polymer modified cementitious coatingto roof surfaces and gutter as specified.
m² 10.90 SE049
284 Panel Roofing System to roof surfaces consisting of38mm thick waterproofing cement and sand panel (1:3),50mm thick Styrofoam insulation board or other approvedand 6 coats of waterproofing membranes, 1 layer of openwoven glass membrane and a minimum of 20mm thickwaterproofing cement and sand screed (1:3) laid to fall asspecified and including all necessary materials for jointing(measured flat on plan - rate inclusive of the provision ofa 10 year warranty).
m² 48.80 SE008
285 One layer of "Parsec Thermo-brite II" double sidedreflective roof heat insulation sheet including lapping with"Parsec Thermo-brite" tape and secured to roof structureby self-drilling fasteners complete with metal washers asspecified and in accordance with Manufacturer'sinstructions.
m² 9.20 SE034
286 One layer of "Super Sisalation" double sided reflectiveroof heat insulation sheet including lapping with PPC 493reinforced aluminium foil tape and secured to roofstructure by self-drilling fasteners complete with metalwashers as specified and in accordance withManufacturer's instructions.
m² 8.00 SE035
287 One layer of "Super Brite" double sided reflective roofheat insulation sheet including lapping and secured toroof structure by self-drilling fasteners complete withmetal washers as specified and in accordance withManufacturer's instructions.
m² 3.40 SE047
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
ROOFING (CONT'D)
Colourbond XRW metal roofing sheets including allnecessary fixing accessories as specified (rateinclusive of the provision of a 10-year warranty):
288 0.47mm thick Lysaght Spandek m² 31.90 SE014
289 0.47mm thick Lysaght Trimdek m² 32.70 SE046
290 0.53mm thick Lysaght Kliplok m² 40.40 SE015
291 0.65mm thick Lysaght Kliplok m² 48.10 SE016
0.60mm thick custom made colourbond XRWflashings/cappings/trims to Kliplok/Spandek roofingincluding all necessary fixing accessories asspecified (rate inclusive of the provision of a 10-yearwarranty):
292 not exceeding 100mm girth. m 8.80 SE019
293 exceeding 100mm but not exceeding 200mm girth. m 12.60 SE020
294 exceeding 200mm but not exceeding 300mm girth. m 15.60 SE021
295 exceeding 300mm but not exceeding 400mm girth. m 20.90 SE022
296 exceeding 600mm but not exceeding 800mm girth. m 32.20 SE025
297 0.53mm thick Lysaght Speed Deck colorbond metalroofing including all necessary fixing accessories asspecified (rate inclusive of the provision of a 10-yearwarranty).
m² 46.90 SE012
298 Colorbond ridge capping (type A) to Lysaght Speed Deckroofing including all necessary fixing accessories asspecified (rate inclusive of the provision of a 10-yearwarranty).
m 35.60 SE013
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY
Approved calcium silicate board as ceiling boardincluding corrosion resistant countersunk screwsfixed to timber joists as specified (timber joists andpainting measured separately):
299 9mm thick. m² 5.50 SF128
300 12mm thick. m² 20.60 SF049
301 Ceiling duct for concealment of discharge pipes andfittings comprising of 9mm thick calcium silicate boardwith galvanised steel angle frames, including egg cratechrome plastic lighting diffuser with powder coatedaluminium frames as specified. (measurement based onexposed surface area of duct and painting measuredseparately)
m2 65.70 SF204
302 9mm thick calcium silicate board as box-up forconcealment of gas pipes complete with 40 x 40 x 3mmthick galvanised steel angle frames/supports as specified(painting measured separately).
m2 39.30 SF208
303 Approved calcium silicate board with 1-hourcompartmentation as box-up for concealment of gaspipes complete with galvanised steel angleframes/supports as specified (painting measuredseparately).
m2 81.50 SF209
304 Extra over items SF208 and SF209 for forming 15mmdiameter ventilation holes at 300mm centres
m 0.90 SF210
305 Sawn timber in wall plates, rafters, purlins, joists, collarsand backing pieces.
m³ 625.40 SF004
306 Extra over structural timber for pressure impregnationtreatment with approved wood preservative.
m³ 82.20 SF005
307 Wrot timber for BOARDS under 50mm thick and 100mmor more wide including all labour and materials for anynecessary jointings.
m³ 412.20 SF006
308 Wrot timber for frame, head, mullion, transome or cillworked to the required shape.
m³ 564.40 SF007
309 Wrot timber for hand rails not exceeding 5,000 mm² insectional area.
m 13.30 SF010
BSOR / 44
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
Wrot timber for architraves, cover fillets, etc:
310 not exceeding 500 mm² in sectional area. m 1.20 SF008
311 exceeding 500 mm² but not exceeding 1,000 mm² in sectional area.
m 1.20 SF009
Wrot timber for louvre blades:
312 not exceeding 2,000 mm² in sectional area. m 1.70 SF011
313 exceeding 2,000 mm² but not exceeding 4,000 mm² in sectional area.
m 1.20 SF012
Boarding in shelving, partitions, panellings, etcscrewed on:
314 19mm thick. m² 15.50 SF013
315 25mm thick. m² 15.50 SF014
316 Teak or other approved timber hardwood strip flooringcomprising of 70mm wide x 350-450mm long x 12mmthick tongued and grooved timber strips jointed togetherand laid to approved patterns including sanding andpolishing to approval and painting surfaces with 3 coatsvarnish as specified (cement screed measured
m2 93.90 SF205
317 95mm high timber skirting comprising of 95mm wide x1200mm long x 11mm thick timber strips includingsanding and polishing to approval and painting surfaceswith 3 coats varnish as specified.
m 16.60 SF206
45mm thick solid cored timber door comprising of33mm thick tongued and grooved jointed boardsfixed together with 3nos 10mm diameter bolts andfilled in both faces with 6mm thick plywood lining asspecified (door frame and ironmongery measuredseparately):
318 Single-leaf door Type DT2A, D1/D1A or ST1 for opening of 1000 x 2190mm height.
no 402.00 SF096
319 Double leaf door Type DT2B or ST2 for opening of 1500 x 2190mm height.
no 566.40 SF094
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
38mm thick single-leaf semi-cored timber flush doorwith 6mm thick plywood lining on both faces asspecified (door frame, calcium silicate panel andironmongery measured separately):
320 Type DT1B/DF1B for opening 450 x 2190mm height. no 189.30 SF164
321 Type DT1C/DF1C for opening 500 x 2190mm height. no 192.70 SF165
322 Type DT1E/DF1E for opening 650 x 2190mm height. no 200.20 SF167
323 Type DT1F/DF1F for opening 750 x 2190mm height. no 211.70 SF168
324 Type DT1G/DF1G for opening 850 x 2190mm height. no 224.40 SF169
325 Type HT/1 or HTF/1 for opening of 380 x 2190mm height.
no 187.00 SF192
326 Type HT/2 or HTF/2 for opening of 530 x 2190mm height.
no 194.80 SF193
327 Type HT/3 or HTF/3 for opening of 780 x 2190mm height.
no 216.30 SF194
328 Type HT/4 or HTF/4 for opening of 880 x 2190mm height.
no 238.70 SF195
38mm thick single-leaf semi-cored timber flush doorwith fixed timber louvres on top and 6mm thickplywood lining on both faces as specified (doorframe, calcium silicate panel and ironmongerymeasured separately):
329 Type DL1C/DFL1C for opening 500 x 2190mm height.
no 167.20 SF175
330 Type DL1E/DFL1E for opening 650 x 2190mm height. no 185.60 SF177
331 Type DL1F/DFL1F for opening 750 x 2190mm height. no 196.10 SF178
332 Type DL1G/DFL1G for opening 850 x 2190mm height.
no 205.10 SF179
BSOR / 46
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
333 12mm thick calcium silicate fixed panel to top of doorcomplete with supporting frames as specified.
m² 23.00 SF187
334 23mm thick fixed timber louvred service closet door in 4-leaves (2 tops & 2 bottoms) to opening size 700x2190mmheight with 30x6mm thick fixed timber lourves and timberdoor knobs (timber frames measured separately).
no 368.50 SF212
335 38mm thick timber panel door DT3 for opening size900x2190mm height in 4 panels with 38mm thick styles,top, intermediate & bottom rails and 9.5mm thick plywoodpanels (door frame & ironmongery measured separately).
no 253.40 SF211
336 38mm thick semi-solid timber toilet door with highpressure plastic laminated on both sides as specified toopening size 900x2190mm (door frame and ironmongerymeasured separately)
no 451.10 SF217
337 38mm thick single-leaf solid timber bedroom door TypeDM4, DM5 and DM6 with approved veneered plywoodfacing and decorative inlays on both sides complete withvarnish as specified to opening size of 975x2190mmheight (door frame and ironmongery measuredseparately).
no 455.50 SF214
338 38mm thick single-leaf semi-solid timber bedroom doorType DM4, DM5 and DM6 with approved veneeredplywood facing and decorative inlays on both sidescomplete with varnish as specified to opening size of900x2190mm height (door frame and ironmongerymeasured separately).
no 419.30 SF218
339 45mm thick solid timber main entrance door Type DM1,DM2 and DM3 with approved veneered plywood facingand decorative inlays on both sides and complete withmild steel door frame, varnish, approved ironmongery asspecifed to opening size of 1000x2190mm height.
no 835.00 SF216
340 45mm thick half-hour fire-rated solid timber mainentrance door Type FDM1A, FDM2A and FDM3A withapproved veneered plywood facing and decorative inlayson both sides and complete with mild steel door frame,varnish, approved ironmongery as specifed to openingsize of 1000x2190mm height.
no 907.10 SF215
BSOR / 47
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
45mm thick double-leaf half-hour fire rated timbersurface finished composite door complete with 100 x63mm timber door frame, all necessary ironmongeryand accessories as specified:
341 Type FDT2F for opening of 1500 x 2190mm height. no 918.00 SF089
342 Type FST2 for opening of 1500 x 2190mm height. no 926.80 SF202
343 Type FDT1 for opening of 1200 x 2190mm height. no 706.90 SF213
45mm thick single-leaf half-hour fire rated timbersurface finished composite door complete with 100 x63mm timber door frame, all necessary ironmongeryand accessories as specified (fire-rated removablepanel measured separately) :
344 Type FDT1B/FDF1B for opening of 450 x 2190mm height.
no 409.20 SF145
345 Type FDT1C/FDF1C for opening of 500 x 2190mm height.
no 413.80 SF146
346 Type FDT1E/FDF1E for opening of 650 x 2190mm height.
no 441.40 SF148
347 Type FDT1F/FDF1F for opening of 750 x 2190mm height.
no 461.90 SF149
348 Type FDT1G/FDF1G for opening of 850 x 2190mm height.
no 471.10 SF150
349 Type FDT2H for opening of 1000 x 2190mm height. no 589.50 SF091
350 Type FST1 for opening of 1000 x 2190mm height. no 641.40 SF201
351 Type FDT2J for opening of 1000 x 2190mm height with clear glass observation panel size 150 x 300mm.
no 588.30 SF092
352 45mm thick half-hour fire rated removal timber panel with3mm thick plywood finish on both sides and completewith 100x63mm thick timber frame to service duct abovedoor panel.
m² 270.40 SF207
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
Approved waterproofed plywood in panels forshelves, partitions and the like:
353 6mm thick . m² 9.90 SF033
354 9mm thick . m² 9.90 SF034
355 12mm thick. m² 18.60 SF035
356 18mm thick. m² 9.90 SF036
357 25mm thick. m² 9.90 SF037
BSOR / 49
Page 48 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY
Brass lever action flush bolt in satin finish:
358 200 x 20mm wide. no 10.40 SG091
359 300 x 20mm wide. no 12.00 SG092
Stainless steel shoot bolt:
360 90 x 27mm barrel/square shoot bolt. no 5.70 SG013
361 240 x 27mm barrel/square shoot bolt. no 8.00 SG014
Stainless steel lever action flush bolt:
362 225 x 25mm wide. no 8.70 SG072
363 150 x 25mm wide. no 7.90 SG073
Stainless steel lever action box type flush bolt insatin finish:
364 200 x 20mm wide. no 8.10 SG123
365 300 x 20mm wide. no 8.70 SG124
Stainless steel butt hinges (grade 304):
366 100 x 70 x 1.5/1.7/1.8mm (±0.2mm) thick. no 4.90 SG141
367 102 x 76 x 2.0mm thick. no 4.90 SG075
368 102 x 76 x 3mm thick satin finished solid brass hingeswith flat button tip and ball bearing.
no 7.70 SG090
369 Nickel plated cabinet spring hinge. no 1.90 SG137
Cabin hook and eye:
370 80mm brass. no 8.90 SG080
371 100mm stainless steel. no 10.30 SG041
4mm thick stainless steel plate locking eyes for:
372 Single leaf door. set 14.30 SG096
373 Double leaf door. set 16.10 SG093
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
374 95mm stainless steel bow handle. no 6.30 SG079
375 18mm diameter (min) x approximate length 225mmstainless steel pull handle Tiki PH-20/BB/225SS.
no 17.20 SG110
376 300 x 150 x 1.2mm thick stainless steel push plate. no 23.50 SG111
377 150mm Stout hasp and staple. no 21.20 SG078
378 Aluminium die cast single panic bolt with extrudedaluminium guides in silver colour finish Accord 376 forsingle door complete with cylinder panic lock.
no 264.30 SG116
379 Solid brass magnetic door holder. no 9.10 SG136
380 Antique brass finish door viewer. no 8.00 SG040
381 Slim line door closer with cushioned back checking actionas specified
no 67.20 SG142
382 Rebated 5 pin double cylinder mortice lockset completewith brass chromium plated/stainless steel handle asspecified
no 77.50 SG143
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
383 Rebated 5 pin single cylinder antique brass mortice leveron backplate lockset complete with thumb turn and solidbrass lever handles on both sides for entrance door asspecified
no 143.50 SG144
384 Cylinder mortice night latch with chromium plated finishincluding the provision of keys as specified
no 84.80 SG145
385 Antique brass finish lever handle lockset with 5-pin singlecylinder and thumb turn (key on outside and thumb turnon inside) with lver handles on both sides for bedroomdoor as specified
no 72.70 SG150
386 Antique brass finish lever handle lockset with emergencyrelease on outside and thumb turn on inside with leverhandles on bothsides for bathroom door as specified
no 68.50 SG151
387 Antique brass finish 5 pin tumbler single cylinder knobset(with key on the outside and push button on the inside)for bedroom door as specified.
no 25.10 SG139
388 Antique brass finish privacy knobset with emergencyrelease on the outside and push button on the inside forbathroom door as specified.
no 22.90 SG138
389 Privacy knobset with emergency release as specified: no 22.70 SG146
390 Cylinder deadlock as specified: no 119.60 SG147
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
Padlock under master key as specified:
391 Union 3104-50mm. no 15.50 SG061
392 Union 3142. no 31.10 SG062
393 Union 3122/2 PL. no 16.60 SG106
394 Yale 110.30. no 12.90 SG063
395 Yale 110.50. no 17.90 SG105
396 Yale 110.60. no 25.00 SG064
397 Abloy 330C/25. no 32.10 SG065
398 Abloy 320C/20 no 32.10 SG127
399 Abloy 330C/25 under key alike series no 45.00 SG095
400 Stainless steel cup handle as specified no 14.60 SG148
401 Stainless steel cup handle passage latch with cuphandles on both sides as specified
no 37.60 SG149
402 Brass rebated part for lockset. no 9.20 SG094
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK
Galvanised steel Class 'A' pipe bent to shape andfixed as rails including necessary bends, tees, etcwelded (masonry work measured separately):
403 50mm diameter. m 13.80 SH469
404 40mm diameter. m 10.50 SH470
405 30mm diameter. m 9.20 SH471
406 20mm diameter. m 6.70 SH472
407 Galvanised wrought iron holdfast 25x230x3mm, one endscrewed to door or window frames and the other endfishtailed and built into joints of brick or block walls, orcast into reinforced concrete walls/columns.
no 1.00 SH410
408 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x9mm thick flats as framing, 65x9mmthick intermediate flats spaced at 30mm centres restingon 12mm diameter rods at 85mm centres and supportingon 75x75x9.4mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 667.40 SH475
409 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x9mm thick flats as framing, 50x9mmthick intermediate flats spaced at 30mm centres restingon 10mm diameter rods at 75mm centres and supportingon 75x75x9.4mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 606.60 SH590
410 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x10mm thick flats as framing, 55x10mmthick intermediate flats at 30mm centres resting on 10mmdiameter bars at 75mm centres and supporting on75x60x8mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 562.70 SH714
411 300mm wide hot dipped galvanised steel grating overapron drain comprising of 50x8mm thick galvanised steelflats as framing infilled with 10 nos 25x6mm thickgalvanised steel flats resting on 25x6mm thick galvanisedsteel flat supports at 200mm centres as specified.
m 65.80 SH658
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
412 300x600mm hot dipped galvanised steel hinged gratingover apron drain comprising of 32x9mm thick galvanisedsteel flats as framing infilled with 9 nos 25x6mm thickgalvanised steel flats resting on 2 nos 25x6mm thickgalvanised steel flats and supported on 64x38x4.5mmthick galvanised steel angle frame anchored to concretestructure as specified.
no 54.30 SH659
413 300x600mm hot-dipped galvanised hinged gratingcomplete with 3mm thick galvanised mild steel chequeredplate over reinforced concrete apron drain as specified.
no 52.60 SH568
414 0.8mm thick galvanised steel motorised roller shutter(with ventilation holes) finished with colourbond siliconemodified polyester coating complete with channel guide,shutter motor, angle bolts, bottom rail, auto-stop safetydevice, push-button switches in weatherproof control boxwith utility lock and all necessary components inaccordance with Manufacturer's instructions tocentralised refuse chamber with approximate overall size3400mm (min) wide x 3800mm height to underside ofmotor casing.
no 3,650.00 SH411
415 0.5mm (minimum) thick zincalume steel motorised rollershutter (with ventilation holes) finished with colourbondsilicone modified polyester coating complete with channelguide, shutter motor, angle bolts, bottom rail, auto-stopsafety device, push-button switches in weatherproofcontrol box with utility lock and all necessary componentsin accordance with Manufacturer's instructions tocentralised refuse chamber with approximate overall size3400mm (min) wide x 3800mm height to underside ofmotor casing.
no 3,984.80 SH489
416 Galvanised steel grille panel over parapet at staircase &access balcony comprising of 50x50x1.6mm thick hollowsection frame filled in with 18x9mm thick flats spaced atnot more than 100mm centres welded on to frame andthe panel fixed to wall with 38x9mm fishtail holdfast.
m2 116.70 SH707
417 Galvanised steel railing 900mm high at staircasecomprising of 18x9mm thick flat baluster spaced at notmore than 100mm centres and 25x25x1.6mm thickhollow section supports at not more than 1200mmcentres, all welded to 43mm diameter x 1.6mm thickhollow section handrail and 38x9mm thick flat bottom railand the support cast into concrete curb.
m 85.80 SH708
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
418 Galvanised steel grille panel comprising of 50x50x6mmthick hollow section framings filled in with 19x10x1.2mmthick hollow section members welded to the frame andpanel fixed to wall with 25x25x2.2mm thick hollow sectionsupports.
m² 79.20 SH587
419 Mild steel Grade 43A for flats, angles, tees, channels,hollow sections, square sections, rivets and bolts, etc. ofany size fabricated and fixed including welding or bolting,and painting with one coat of lead and chromate-freeprimer (for structural steel work only).
kg 5.40 SH018
420 Mild steel flats, angles, tees, channels, rivets and bolts,etc. of any size fabricated and fixed including welding orbolting (for non-structural steel work only).
kg 4.60 SH019
421 Extra over mild steel rods, flats, angles, tees, channels,hollow sections, rivets, bolts, etc for galvanising in lieu ofpainting one coat of lead and chromate-free primer.
kg (0.20) SH670
422 Extra over mild steel rods, flats, angles, tees, channels,hollow sections, rivets, bolts, etc for galvanising.
kg 0.80 SH584
423 13mm diameter mild steel fan hook to concrete surface ofceiling.
no 5.90 SH022
424 Ramset Nail No.2330 or equal and approved includinguse of gun and explosive charges.
no 0.50 SH023
425 Mild steel blast door BD4 for household shelter completewith mild steel door frames, hinges, locking device,stainless steel handles ventilation sleeve and plate units,etc including approved primer as specified.
no 1,092.50 SH671
426 Wrought iron steel gate Type MG4, MG5 and MG6 fixedto metal door frame of entrance door of opening size1000x2190mm height complete with approvedironmongery, wrought iron house number plate andpainting as specified.
no 552.00 SH715
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Mild steel door frame fixed into door openings inaccordance with Drawings including one coat ofapproved primer and all necessary fittings andhinges, all as specified:
427 90 x 45 x 1.6mm thick jamb to opening size 900mm width x 2190mm height.
no 81.20 SH062
428 130 x 45 x 1.6mm thick jamb to opening size 900mm width x 2190mm height.
no 92.70 SH073
429 70 x 60 x 1.6mm thick jamb to opening size 1000mm width x 2190mm height.
no 104.40 SH084
3.175mm B.G. x 50mm PVC coated mesh Chain LinkFencing of the following heights, to top of mesh with3 nos. horizontal lines of double strand 2.517mm B.G. galvanised barbed wire above at 100mm centres, thechain link and barbed wires fixed to and including50x50x6mm angle iron posts at 3m centres with topbent to form spurs and bottom cast in300x300x450mm deep concrete (1:3:6) foundationsincluding all necessary straining and tying wires andsplit pins and priming and painting posts with onecoat aluminium paint:
430 1.20m high. m 19.10 SH009
431 1.50m high. m 19.20 SH011
432 1.80m high. m 21.00 SH013
433 2.10m high. m 21.70 SH015
434 2.40m high. m 30.30 SH017
435 625mm high fluorocarbon coated aluminium sunbreakercomprising of 50.8mm diameter x 3mm thick aluminiumCHS frames filled in with 3mm thick aluminium perforatedsheets and fixed according to PE's recommendations asspecified (rate inclusive of the provision of 10-yearwarranty).
m 157.30 SH672
436 0.7mm thick aluminium false ceiling comprising of 600 x600mm double coated polyester stove enamelled colouraluminium tiles complete with all fixing accessories,suspension hangers, etc in accordance to Manufacturer'sinstructions.
m² 92.00 SH585
437 3mm thick aluminium chequered plate cover to bulkmeter sump complete with stainless steel handle, hingesand welded to and including galvanised steel frames.
m2 221.70 SH709
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S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Natural anodised aluminium door comprising of 97 x42 x 2.3mm thick natural anodised aluminium top railand stiles, and 120x42x2.3mm thick middle andbottom rails filled in with 2.3mm thick naturalanodised aluminium louvres complete with 2.3mmthick galvanised steel door frame and all necessaryironmongery and accessories as specified:
438 Single leaf door Type DT5 for opening of 900 x 2190mm height.
no 1,367.90 SH420
439 Double-leaf door Type D7A for opening of 1500 x 2190mm height.
no 2,352.60 SH479
Natural anodised aluminium door comprising of 40 x30 x 3mm thick aluminium stiles, top, bottom andintermediate rails covered with 2mm thick aluminiumflat sheet on both faces and fill in with rockwool(density: 60kg/m³) complete with 2.3mm thickaluminium door frame and all ironmongery andaccessories as specified:
440 Single-leaf door Type DT2G/DT2J for opening of 1000 x 2190mm height.
no 1,473.70 SH599
441 Double-leaf door Type DT2E for opening of 1500 x 2190mm height.
no 2,813.50 SH597
Natural anodised aluminium door comprising of 100x 42 x 2.3mm thick aluminium stiles, top, bottom andintermediate rails covered with 2mm thick aluminiumflat sheet on both faces complete with 2.3mm thickaluminium door frame and all ironmongery andaccessories as specified:
442 Single-leaf door Type STM1 for opening of 1000 x 2190mm height.
no 1,718.70 SH681
443 Double-leaf door Type STM2 for opening of 1500 x 2190mm height.
no 2,848.00 SH682
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Natural anodised aluminium door comprising ofaluminium supports and bracings covered with 2mmthick aluminium flat sheet on both faces and filled inwith rockwool complete with aluminium refusehopper, fixed aluminium louvred vent and 2.3mmthick aluminium door frame and all ironmongery andaccessories as specified:
444 Single leaf door Type DT6 for opening of 1000 x 2190mm height.
no 1,735.60 SH600
445 Double-leaf door Type DT6B for opening of 1500 x 2190mm height.
no 2,364.70 SH602
Heavy duty natural anodised aluminium louvred doorfor ESS comprising of 2.3mm thick aluminiumlouvres complete with 2mm thick aluminium doorframe including ironmongery all as specified:
446 Double-leaf door Type ALD/1 for opening of 2700 x 2700mm height.
no 3,431.60 SH574
447 Double-leaf door Type ALD/2 for opening of 1800 x 2900mm height.
no 2,811.80 SH579
Heavy duty natural anodised aluminium flush doorfor ESS complete with 2mm thick aluminium doorframe including ironmongery all as specified:
448 Single-leaf door Type AFD/3 for opening of 900 x 1500mm height.
no 1,583.60 SH711
449 Double-leaf door Type AFD/4 for opening of 1800 x 1500mm height.
no 2,896.90 SH712
450 Single-leaf door Type AFD/5 for opening of 900 x 2200mm height.
no 1,765.80 SH713
Bronze anodised aluminium louvred vent at serviceduct complete with frame filled in with 2.3mm thickextruded aluminium louvred blades for:
451 Opening size 615 x 400mm height. no 133.40 SH605
452 Opening size 310 x 900mm height. no 147.80 SH606
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
453 Three-way natural anodised aluminium letter box with anti-junk mail device in accordance with Drawings includingmaster doors, locks and keys and engraving with housenumbers, block numbers and street name to top frame ofletter box (masonry work measured separately).
no 86.30 SH717
454 Block number numeral size 500mm high x 35mm deepmade to profile, with 1.5mm thick bronze anodisedaluminium sheet and fixed to wall with aluminiumextruded sections as specified.
no 44.30 SH559
Anodised aluminium motorised roller shutter (withventilation holes) with channel guide, shutter motor,angle bolts, bottom rail, auto-stop safety device,push-button switches in weatherproof control boxwith utility lock and all necessary components inaccordance with Manufacturer's instructions:
455 Approximate size 3400mm wide (min) x 3800mm height to underside of motor casing for centralised refuse chamber comprising of 1.6mm thick extruded aluminium curtain interlocking slats.
no 3,910.00 SH412
456 Approximate size 2100mm wide (min) x 2100mm height to underside of motor casing for utilities centre comprising of 1.6mm thick extruded aluminium curtain interlocking slats.
no 966.00 SH607
457 Aluminium alloy inspection door overall size 550 x800mm comprising of 1.2mm thick aluminium sheets toboth faces supported with aluminium "C" channelbracings complete with aluminium frames, 100mmstainless steel butt hinges and cam lock tomanufacturer's details.
no 386.20 SH414
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
458 40mm thick inspection cover for refuse chute overall size1140 x 1140mm to top of refuse chute comprising of1.2mm thick anodised aluminium alloy sheets on bothfaces supported with 1.2mm thick galvanised steel "C"channel bracings and infilled with rockwool insulationcomplete with 5mm thick extruded aluminium sectionframings including stainless steel friction stay, hinges andhot dipped galvanised steel safety mesh supported ongalvanised steel angle, etc to manufacturer's details.
no 652.40 SH413
459 Aluminium catladder approximately 450mm widecomprising of aluminium 'U' channel handle, 25mmdiameter tubular aluminium rungs, complete withaluminium hooks, brackets, rubber cappings and allnecessary fixing accessories as specified.
m 97.70 SH586
460 Aluminium retractable ladder overall 2900mm longcomprising of aluminium 'C' channel, aluminium hooks,25mm diameter aluminium rungs spaced at 305mm apartand complete with 2 sets of aluminium fixing bracketsincluding all necessary fixing accessories as specified.
no 225.70 SH129
461 Aluminium retractable ladder overall 5700mm longcomprising of aluminium 'C' channel, aluminium hooks,25mm diameter aluminium rungs spaced at 305mm apartand complete with 5 sets of aluminium fixing bracketsincluding all necessary fixing accessories as specified.
no 948.40 SH130
462 Aluminium cage guard comprising of 6 nos. of 32mmdiameter (external) aluminium pipes spaced not morethan 650mm apart with 38x6mm thick vertical aluminiumflats rivetted to pipes and including all necessary fixingaccessories as specified.
no 166.10 SH131
463 Purpose made aluminium handrails to roof top accessopening comprising of 32mm diameter (external)aluminium pipe bent to shape and welded with 10mmthick aluminium plates and including all necessary fixingaccessories as specified.
pr 388.90 SH132
464 Bronze anodised extruded aluminium framed adjustablelouvred vents complete with aluminium 'U' clips/holders,6mm thick obscure wired rough cast glass louvres and allnecessary fixing and jointing materials and accessoriesas specified (measurement based on size of opening).
m² 472.70 SH677
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
465 Bronze anodised extruded aluminium framed fixedlouvred vent complete with 2.3mm thick extruded bronzeanodised aluminium louvred blades, and all necessaryfixing and jointing materials and accessories as specified(based on size of opening).
m² 379.50 SH678
Bronze anodised extruded aluminium framed windowcomplete with 5mm thick green grey/grey tinted floatglass and ironmongery and all necessary fixing andjointing materials and accessories as specified(measurement based on size of opening):
466 Top hung casement window. m² 475.00 SH673
467 Top and side hung casement windows. m² 393.90 SH674
468 2-track sliding window with top hung casement. m² 311.70 SH675
469 3-track sliding window with top hung casement. m² 310.50 SH676
470 Bronze anodised extruded aluminium framed sliding doorcomplete with 6mm thick green grey/grey tinted floatglass, ironmongery and jointing materials andaccessories as specified (measurement based on size ofopening).
m² 211.00 SH680
471 Bronze anodised extruded aluminium framed fixedlouvred vent for ESS complete with 2.3mm thick extrudedbronze anodised aluminium louvred blades and allnecessary fixing and jointing materials and accessoriesas specified (measurement based on size of opening).
m² 328.30 SH706
Powder coated extruded aluminium framed windowcomplete with 5mm thick green grey/grey tinted floatglass and ironmongery and all necessary fixing andjointing materials and accessories as specified(measurement based on size of opening - rateinclusive of the provision of a 10 year warranty):
472 Top hung casement window. m² 489.30 SH665
473 Top and side hung casement windows. m² 407.10 SH666
474 2-track sliding window with top hung casement. m² 322.60 SH667
475 3-track sliding window with top hung casement. m² 322.00 SH668
476 Powder coated extruded aluminium framed sliding doorcomplete with 6mm thick green grey/grey tinted floatglass, ironmongery and jointing materials andaccessories as specified (measurement based on size ofopening).
m² 216.20 SH686
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
2mm thick natural anodised aluminium sign platewith helvetica medium letters and figures/symbolsengraved in black/red colour including fixing withstainless steel screws as specified:
477 200/220 x 25mm services duct signage. no 7.70 SH480
478 300 x 300mm 'No Smoking' sign plate. no 20.70 SH582
479 700mm to 1000mm long x 120mm high sign plates for services rooms.
no 29.60 SH468
480 700mm to 1000mm long x 120mm high warning sign plate for consumer switch room.
no 29.60 SH142
2mm thick natural anodised aluminium sign platewith folio caravelle bold letters and figures/symbolsengraved in red colour including fixing with stainlesssteel screws as specified :
481 70mm height x width of door leaf (approximately 290mm to 790mm) with the wordings "Wet Rising Main Outlet", "Dry Rising Main Inlet", "Fire Hose Reel" or "Down Comer Outlet".
no 19.30 SH660
482 130mm height x width of door leaf (approximately 290mm to 790mm) with the wordings "Wet Rising Main Outlet", "Dry Rising Main Outlet", "Wet Rising Main Inlet", "Dry Rising Main Inlet" or "Down Comer Outlet".
no 19.30 SH661
Signplate to multi-storey carpark comprising of 2mmthick natural anodised aluminium plate withapproved Engineer's grade reflective sheets withhelvetica medium letters and figures/symbols fixed towall as specified:
483 450 x 250mm. no 27.80 SH704
484 450 x 450mm. no 52.80 SH591
485 600 x 250mm. no 36.40 SH705
486 600 x 450mm. no 57.90 SH592
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
487 Height limit signboard comprising of 600 x 600 x 2mmthick aluminium plate with approved Engineer's gradereflective sheets and letterings on one face mounted onand including 50 x 50 x 6mm thick mild steel hollowsection with base plate set in concrete (1:2:4) foundationand all necessary excavation as specified.
no 126.50 SH593
488 External clothes drying racks consist of stainless steelclothes drying racks extrusion with 3 nos of fixed stainlesssteel poles, bend sections and all necessary componentsfixed to structure as specified,
set 621.00 SH112
489 Internal retractable clothes drying racks consist ofstainless steel poles (for wall mounted) or aluminiumextrusion poles (for ceiling mounted); brackets, links,fasteners and all necessary components fixed to structure as specified.
set 517.50 SH113
490 Complete set of clothes drying racks at recess areacomprising of 2 nos aluminium racks and stainless steelrailings of approximate size 2800 x 1250mm height asspecified.
set 948.80 SH571
491 Stainless steel eyes for flag display complete with Hiltiapproved nylon anchors including drilling and preparationof surface as specified.
no 1.70 SH116
2mm thick grade 304 hair-line finish stainless steelplate signage with letterings and graphics engraved,all as specified:
492 200 x 200mm signage for central refuse chute. no 2.30 SH416
493 300 x 300mm plaque at 1st storey lift entrance. no 2.30 SH417
494 Foot-operated grade 304 stainless steel refuse chutehopper to centralised refuse chute complete with allnecessary fixing accessories as specified.
no 862.50 SH476
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Stainless steel pipe for railing purposes including allnecessary cutting, welding, polishing, bending toshape and fixing on site.(Measurement based onlength of stainless steel pipes)
495 19.1mm diameter x 1.0mm thick. m 25.80 SH687
496 19.1mm diameter x 1.2mm thick. m 26.50 SH688
497 25.4mm diameter x 1.0mm thick. m 32.10 SH689
498 25.4mm diameter x 1.5mm thick. m 33.20 SH690
499 31.8mm diameter x 1.5mm thick. m 40.80 SH691
500 31.8mm diameter x 2.0mm thick. m 43.80 SH692
501 38.1mm diameter x 1.5mm thick. m 47.80 SH693
502 38.1mm diameter x 2.0mm thick. m 51.10 SH694
503 50.8mm diameter x 1.5mm thick. m 60.60 SH695
504 50.8mm diameter x 2.0mm thick. m 65.50 SH696
Stainless steel square tube for railing purposesincluding all necessary cutting, welding, polishing,bending to shape and fixing on site. (Measurementbased on length of stainless steel square tube)
505 19.1mm x 19.1mm x 1.2mm thick. m 29.90 SH697
506 25.4mm x 25.4mm x 1.5mm thick. m 38.60 SH698
507 31.8mm x 31.8mm x 1.5mm thick. m 46.00 SH699
508 38.1mm x 38.1mm x 1.5mm thick. m 54.10 SH700
509 40.0mm x 40.0mm x 2.0mm thick. m 59.20 SH701
510 50.8mm x 50.8mm x 2.0mm thick. m 75.30 SH702
511 Stainless steel flats, angles, plates, channels, bolts, etcincluding cutting, welding, polishing and fixing on sitecomplete with other fixing accessories.
kg 21.50 SH703
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised heavy duty expansion anchor boltincluding stud anchor, nut and washer :
512 8mm anchor diameter x 95mm long (Hilti HSL 3M8/20).
no 13.30 SH346
513 8mm anchor diameter x 115mm long (Hilti HSL 3M8/40).
no 14.60 SH347
514 10mm anchor diameter x 107mm long (Hilti HSL 3M10/20).
no 15.60 SH348
515 12mm anchor diameter x 120mm long (Hilti HSL 3M12/25).
no 21.50 SH349
516 12mm anchor diameter x 145mm long (Hilti HSL 3M12/50).
no 23.80 SH350
517 20mm anchor diameter x 183mm long (Hilti HSL 3M20/30).
no 55.90 SH351
518 24mm anchor diameter x 205mm long (Hilti HSL 3M24/30).
no 67.40 SH352
519 M10 x 108mm length (Ramset SA10108). no 11.20 SH353
520 M10 x 128mm length (Ramset SA10128). no 11.50 SH354
521 M12 x 98mm length (Ramset SA12098). no 12.10 SH355
522 M12 x 124mm length (Ramset SA12124). no 12.90 SH356
523 M12 x 153mm length (Ramset SA12153). no 13.20 SH357
524 M16 x 149mm length (Ramset SA16149). no 15.20 SH358
525 M16 x 167mm length (Ramset SA16167). no 17.90 SH359
526 M20 x 189mm length (Ramset SA20189). no 25.60 SH360
527 M20 x 219mm length (Ramset SA20219). no 26.60 SH361
528 M24 x 197mm length (Ramset SA24197). no 42.10 SH362
529 M24 x 236mm length (Ramset SA24236). no 3.80 SH363
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised medium duty expansion anchor boltincluding stud anchor, nut and washer :
530 6mm anchor diameter x 65mm long (Hilti HSA M6x65).
no 2.50 SH365
531 6mm anchor diameter x 100mm long (Hilti HSA M6x100).
no 4.20 SH366
532 8mm anchor diameter x 75mm long (Hilti HSA M8x75).
no 4.40 SH367
533 8mm anchor diameter x 115mm long (Hilti HSA M8x115).
no 4.60 SH368
534 10mm anchor diameter x 90mm long (Hilti HSA M10x90).
no 5.00 SH369
535 10mm anchor diameter x 120mm long (Hilti HSA M10x120).
no 5.80 SH370
536 12mm anchor diameter x 110mm long (Hilti HSA M12x110).
no 6.40 SH371
537 12mm anchor diameter x 180mm long (Hilti HSA M12x180).
no 9.10 SH372
538 16mm anchor diameter x 145mm long (Hilti HSA M16x145).
no 9.10 SH373
539 20mm anchor diameter x 170mm long (Hilti HSA M20x170).
no 13.90 SH374
540 6mm anchor diameter x 45mm long (Ramset Trubolt T6045).
no 1.80 SH375
541 6mm anchor diameter x 55mm long (Ramset Trubolt T6055).
no 2.00 SH376
542 6mm anchor diameter x 85mm long (Ramset Trubolt T6085).
no 3.80 SH377
543 8mm anchor diameter x 50mm long (Ramset Trubolt T8050).
no 2.20 SH378
544 8mm anchor diameter x 65mm long (Ramset Trubolt T8065).
no 2.00 SH379
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised medium duty expansion anchor boltincluding stud anchor, nut and washer (Cont'd):
545 8mm anchor diameter x 90mm long (Ramset Trubolt T8090).
no 3.70 SH380
546 8mm anchor diameter x 130mm long (Ramset Trubolt T8130).
no 4.20 SH381
547 10mm anchor diameter x 60mm long (Ramset Trubolt T10060).
no 2.20 SH382
548 10mm anchor diameter x 75mm long (Ramset Trubolt T10075).
no 2.20 SH383
549 10mm anchor diameter x 90mm long (Ramset Trubolt T10090).
no 3.90 SH384
550 10mm anchor diameter x 120mm long (Ramset Trubolt T10120).
no 4.60 SH385
551 12mm anchor diameter x 80mm long (Ramset Trubolt T12080).
no 4.20 SH386
552 12mm anchor diameter x 100mm long (Ramset Trubolt T12100).
no 4.30 SH387
553 12mm anchor diameter x 140mm long (Ramset Trubolt T12140).
no 5.10 SH388
554 16mm anchor diameter x 100mm long (Ramset Trubolt T16100).
no 5.30 SH389
555 16mm anchor diameter x 125mm long (Ramset Trubolt T16125).
no 5.90 SH390
556 16mm anchor diameter x 175mm long (Ramset Trubolt T16175).
no 7.60 SH391
557 20mm anchor diameter x 120mm long (Ramset Trubolt T20120).
no 8.60 SH394
558 20mm anchor diameter x 160mm long (Ramset Trubolt T20160).
no 11.50 SH396
559 20mm anchor diameter x 215mm long (Ramset Trubolt T20215).
no 16.10 SH398
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STRUCTURAL STEELWORK & METALWORK (CONT'D)
Chemical Adhesive Galvanised stud anchor includinganchor rod, nut and washer :
560 8mm anchor diameter x 110mm long with chemical capsules (Ramset M8110/CHEM8).
no 5.50 SH399
561 10mm anchor diameter x 130mm long with chemical capsules (Ramset M10130/CHEM10).
no 6.40 SH400
562 12mm anchor diameter x 160mm long with chemical capsules (Ramset M12160/CHEM12).
no 7.80 SH401
563 16mm anchor diameter x 190mm long with chemical capsules (Ramset M16190/CHEM16).
no 9.90 SH402
564 24mm anchor diameter x 300mm long with chemical capsules (Ramset M24300/CHEM24).
no 19.90 SH403
565 8mm anchor diameter x 80mm long with adhesive capsule (Hilti HAS M8 + HVU).
no 11.30 SH404
566 10mm anchor diameter x 90mm long with adhesive capsule (Hilti HAS M10 + HVU).
no 13.50 SH405
567 12mm anchor diameter x 110mm long with adhesive capsule (Hilti HAS M12 + HVU).
no 15.90 SH406
568 16mm anchor diameter x 125mm long with adhesive capsule (Hilti HAS M16 + HVU).
no 21.90 SH407
569 20mm anchor diameter x 170mm long with adhesive capsule (Hilti HAS M20 + HVU).
no 31.20 SH408
570 24mm anchor diameter x 210mm long with adhesive capsule (Hilti HAS M24 + HVU).
no 39.50 SH409
Chemical Capsule all to manufacturer's instructions:
571 Hilti HVU M8. no 7.20 SH553
572 Hilti HVU M10. no 8.60 SH554
573 Hilti HVU M12. no 9.70 SH555
574 Hilti HVU M16. no 12.70 SH556
575 Hilti HVU M20. no 16.00 SH557
576 Hilti HVU M24. no 17.70 SH558
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S/N DESCRIPTION UNIT RATE($) CODE
WALL AND CEILING FINISHES
577 Hack existing concrete surface to form keys and washand clean to receive finishes.
m² 3.80 SI001
Skim coat of approved skimming materials appliedfrom within the building:
578 To wall. m² 5.10 SI002
579 To ceiling. m² 5.60 SI004
Skim coat of approved skimming materials appliedfrom the external face of the building:
580 To wall. m² 6.20 SI003
581 To sides and soffit of beam and slab. m² 6.60 SI005
582 Skim coating to external RC surfaces in two coats to amaximum total thickness of 6mm using approvedskimming materials as specified.
m² 14.90 SI035
583 Two coats of polymer compound and cement (1:2)mixture (total thickness 2.5mm) to concrete blockwall.
m² 5.70 SI029
584 18mm thk plastering with approved PREPACKEDMORTAR MIX to RC surfaces, brickwalls and blockwallsetc., applied from within the building as specified.
m² 18.50 SI037
585 18mm thk plastering with approved PREPACKEDMORTAR MIX to RC surfaces, brickwalls and blockwallsetc., applied from the external face of the building asspecified.
m² 21.50 SI038
586 Extra over plastering for forming 20 x 15mm deep groovelines to walls, columns, beams, etc as specified.
m 3.10 SI032
587 Pattern coloured glazed wall tiles size (200 to 300)mm x(200 to 300)mm x 7mm thick of approved colours,patterns and texture to walls including prepacked mortarscreed as specified.
m² 46.10 SI039
588 Extra over pattern coloured glazed wall tiles for layingone course of Listello tiles size 198 x 65mm high.
m 9.60 SI036
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WALL AND CEILING FINISHES (CONT'D)
First quality grade Y glazed ceramic tiles of approvedcolours, patterns and textures to walls includingprepacked mortar screed as specified:
589 200 x 200 x 8mm thick (nominal size). m² 47.50 SI033
590 Polished homogeneous ceramic tiles of approvedcolours, patterns and textures (nominal size 300 x 300 x9mm) to wall surface including prepacked mortar screedas specified.
m² 61.40 SI034
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SANITARY, WATER AND GAS INSTALLATION
UPVC pipe for rainwater fixed to wall with collarbrackets as specified:
591 200mm diameter. m 28.10 SJ324
Extra over UPVC rainwater downpipe for fittings:
592 200mm diameter connector piece. no 41.20 SJ329
593 200 x 50mm diameter junction. no 40.80 SJ387
594 200mm diameter x 275 x 120mm adaptor. no 123.20 SJ326
UPVC fittings for rainwater downpipe :
595 120 x 275mm rectangular elbow. no 137.50 SJ327
596 Rectangular 'Y' branch junction. no 137.40 SJ328
UPVC pipe for rainwater outlet embedded in concretefloor (concrete measured separately):
597 200 x 80 x 5mm thick rectangular pipe. m 29.40 SJ331
598 275 x 120 x 5mm thick rectangular pipe. m 34.80 SJ330
599 UPVC screw-down domical grating to top of 200mmdiameter pipe complete with 240 x 240mm square body.
no 38.00 SJ325
UPVC pipe for underground sewer with flexible jointslaid on concrete bed in trench (trench and concretebed measured separately) :
600 100mm diameter. m 10.80 SJ390
601 150mm diameter. m 14.60 SJ391
602 200mm diameter. m 25.40 SJ392
Extra over UPVC sewer pipe for fittings:
603 100mm diameter bend (all angles). no 6.20 SJ393
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Extra over UPVC sewer pipe for fittings (Cont'd):
604 100mm diameter Y-junction. no 13.70 SJ394
605 150mm diameter bend (all angles). no 10.00 SJ395
606 150mm diameter Y-junction. no 21.80 SJ396
607 200mm diameter bend (all angles). no 52.80 SJ397
608 200mm diameter Y-junction. no 40.20 SJ398
UPVC pipe Class D for soil, waste, ventilation,discharge stacks and down pipes fixed to wall orceiling with collar brackets :
609 80mm diameter. m 15.80 SJ428
610 100mm diameter. m 19.80 SJ399
611 150mm diameter. m 27.80 SJ400
UPVC pipe for soil, waste,ventilation, dischargestacks and down pipes fixed to wall or ceiling withcollar brackets :
612 32mm diameter. m 6.80 SJ401
613 50mm diameter. m 7.70 SJ402
614 80mm diameter. m 11.10 SJ403
615 100mm diameter. m 13.90 SJ404
616 150mm diameter. m 17.70 SJ405
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings:
617 32mm diameter bend (all angles). no 4.80 SJ406
618 50mm diameter bend (all angles) - with double-locking device.
no 5.90 SJ407
619 80mm diameter bend (all angles) - with double-locking device.
no 9.80 SJ408
620 80mm x 50mm diameter junction. no 11.40 SJ409
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings (cont'd) :
621 100mm diameter bend (all angles) - with double-locking device.
no 11.50 SJ410
622 100mm diameter single junction - with double-locking device.
no 18.50 SJ411
623 100mm diameter double junction. no 18.60 SJ412
624 100mm x 50mm diameter single junction - with double-locking device.
no 21.90 SJ413
625 100mm x 50mm diameter double junction - with double-locking device.
no 31.90 SJ414
626 100mm x 80mm diameter single junction. no 11.40 SJ415
627 100mm x 80mm diameter double junction. no 19.80 SJ416
628 150mm diameter bend (all angles). no 11.80 SJ417
629 150mm diameter single junction. no 25.40 SJ418
UPVC fittings for soil, waste, ventilation, dischargestacks and down pipes :
630 80mm diameter adaptor. no 8.40 SJ422
631 100mm diameter adaptor. no 9.50 SJ423
632 150mm diameter adaptor. no 10.70 SJ424
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings Class D :
633 100mm x 80mm diameter level invert taper. no 8.70 SJ425
634 150mm x 100mm diameter level invert taper. no 9.50 SJ426
UPVC end cap to waste pipe :
635 50mm diameter. no 3.10 SJ296
636 100mm diameter. no 4.20 SJ295
637 150mm diameter. no 6.50 SJ294
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
UPVC waste outlet to 50mm diameter waste pipecomprising of 110 x 110mm square base includingjointing to pipe and setting on concrete floor:
638 With dome-shaped screw-in grating cover. no 7.70 SJ271
639 With flat round screw-in grating cover. no 5.70 SJ333
UPVC downspout outlet with dome-shaped screw-ingrating complete with all necessary accessories andsetting in cement mortar as specified:
640 With 150 x 150mm square base to 80mm diameter pipe.
no 13.20 SJ231
641 With 200 x 200mm square base to 100mm diameter pipe.
no 16.50 SJ232
642 With 230 x 230mm square base to 150mm diameter pipe.
no 23.70 SJ320
UPVC waste outlet with flat round screw-in gratingtop complete with all necessary accessories andsetting in cement mortar as specified:
643 With 150 x 150mm square base to 80mm diameter pipe.
no 12.10 SJ321
644 With 200 x 200mm square base to 100mm diameter pipe.
no 16.50 SJ322
645 With 230 x 230mm square base to 150mm diameter pipe.
no 22.00 SJ323
646 150mm diameter UPVC gully trap complete with hopperand 150 x 150mm UPVC grating with screw-in roundgrating cover and filter including jointing to waste pipeand encasing in concrete.
no 86.30 SJ265
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647 100mm diameter UPVC floor waste complete with hopperand 150 x 150mm UPVC grating with screw-in roundgrating cover and filter including jointing to waste pipeand encasing in concrete.
no 59.00 SJ268
648 Anti-mosquito device to floor and gully traps as specified. no 2.40 SJ368
100mm diameter UPVC floor trap complete with 150 x150mm UPVC hinged grating with round gratingcover including jointing to waste pipe:
649 'S' trap - with double-locking device. no 53.60 SJ264
650 'P' trap - with double-locking device. no 41.70 SJ349
UPVC socket sleeve to reinforced concrete flooropening:
651 100mm diameter. no 5.40 SJ344
652 80mm diameter. no 8.80 SJ507
653 50mm diameter. no 2.80 SJ346
UPVC vent cowl to top of pipe as specified:
654 100mm diameter. no 2.70 SJ229
655 150mm diameter. no 4.80 SJ230
Ductile iron pipe with cement lining laid on concretebed in trench (trench and concrete bed measuredseparately):
656 80mm diameter. m 46.50 SJ033
657 100mm diameter. m 45.10 SJ034
658 150mm diameter. m 58.40 SJ035
Extra over ductile iron pipe for:
659 80mm diameter bend (all angles). no (7.60) SJ036
660 100mm diameter bend (all angles). no 37.10 SJ037
661 150mm diameter bend (all angles). no 64.70 SJ038
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
662 80mm diameter stainless steel washout connecting pipe350mm long with stainless steel flange at one end andwelded with and including 150mm diameter x 9mm thickstainless steel collar at mid-length and cast in reinforcedconcrete structure.
set 347.10 SJ027
663 28mm diameter stainless steel overflow warningconnecting pipe 400mm long welded with and includingstainless steel collar at mid-length and cast in reinforcedconcrete structure.
set 93.30 SJ028
664 15mm diameter stainless steel flexible connecting pipe400mm long welded with and including stainless steelcollar at mid-length and cast in reinforced concretestructure.
set 7.70 SJ261
Grade 30 concrete bed and haunching to drain pipecomplete with 40mm thick lean concrete and allnecessary formwork (drain pipes measuredseparately):
665 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with A10 WSF reinforcement.
m 42.40 SJ347
666 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with B10 WSF reinforcement.
m 43.50 SJ334
667 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with B10 WSF reinforcement and 2 nos T13 reinforcement bars.
m 47.30 SJ029
668 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with A10 WSF reinforcement.
m 49.70 SJ348
669 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with B10 WSF reinforcement.
m 51.00 SJ335
670 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with B10 WSF reinforcement and 2 nos T13 reinforcement bars.
m 54.90 SJ030
671 500mm wide x overall 500mm thick to 200mm diameter pipe reinforced with A10 WSF reinforcement.
m 57.30 SJ386
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Reinforced Concrete Grade 30 inspectionchamber/sump comprising of 150mm thick walls andbottom slab, 200mm thick top slab includingnecessary reinforcement and formwork completewith granolithic concrete benching, half roundvitrified clay main and branch channels, cementplastering to internal walls, lean concrete base andexcavation (inspection chamber/sump cover andframe measured separately):
672 Overall size 1200 x 1000 x 1070mm deep to invert. no 725.80 SJ298
673 Add to last item for each additional 150mm depth. no 70.60 SJ299
674 Overall size 1500 x 1000 x 1070mm deep to invert. no 832.30 SJ300
675 Add to last item for each additional 150mm depth. no 81.30 SJ301
676 Overall size 1800 x 1000 x 1070mm deep to invert. no 952.70 SJ302
677 Add to last item for each additional 150mm depth. no 91.80 SJ303
678 Overall size 2100 x 1000 x 1070mm deep to invert. no 1,124.80 SJ304
679 Add to last item for each additional 150mm depth. no 102.40 SJ305
680 Overall size 1650 x 1650 x 1070mm deep to invert. no 1,256.60 SJ306
681 Add to last item for each additional 150mm depth. no 110.20 SJ307
682 Overall size 900 x 900 x 600mm deep to invert. no 343.20 SJ308
683 Add to last item for each additional 150mm depth. no 39.10 SJ309
684 Overall size 1200 x 1000 x 750mm deep to invert. no 542.30 SJ310
685 Add to last item for each additional 150mm depth. no 70.60 SJ311
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686 Precast concrete inspection chamber size900x700(internal)x1070mm deep to invert complete withreinforcement, granolithic concrete benching, channels,cast-in-situ concrete topping and excavation (structuralbeam supports, inspection chamber cover and framemeasured separately).
no 657.90 SJ502
687 Add to last item for each additional 150mm depth. no 40.00 SJ503
688 Precast concrete inspection chamber size1200x700(internal)x1070mm deep to invert complete withreinforcement, granolithic concrete benching, channels,cast-in-situ concrete topping and excavation (structuralbeam supports, inspection chamber cover and framemeasured separately).
no 787.80 SJ504
689 Add to last item for each additional 150mm depth. no 45.50 SJ505
690 Precast concrete encasement for 150mm diameter maindrainline including concrete haunching and jointing(excavation, drain pipe and structural supports measuredseparately).
m 131.00 SJ506
691 225mm thick (average) granolithic concrete (1:1:1) inbenching and haunching to bottom of inspectionchamber/sump finished to falls towards channels,including all necessary shaping of channels, bends etc asrequired.
m² 41.00 SJ051
692 100mm diameter half round vitrified clay straight or curvemain or branch channels to inspection chamber/sumpincluding bedding and jointing in cement mortar (1:1).
m 4.00 SJ054
693 150mm diameter ditto. m 12.50 SJ055
694 13mm thick cement and sand (1:2) rendering tointernal/external surfaces of inspection chamber/sump.
m² 10.40 SJ056
695 Light duty galvanised cast iron cover and frame size 600x 450mm for inspection chamber/sump including settingframe in cement mortar and sealing cover in grease andfine sand.
no 62.80 SJ057
696 Standard cast iron street gulley including connection, allnecessary excavation and concrete surround.
no 141.80 SJ046
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Close-coupled dual flush low capacity vitreous chinapedestal w.c. suite complete with w.c bowl, seat andcover and cistern with a flushing capacity of 4.5 litresper single action flush, including all necessaryfittings and accessories:
697 White. no 232.60 SJ257
698 Coloured. no 268.80 SJ281
699 Squat w.c. pan in white vitreous china with brass cleaningeye, high level dual action plastic cistern complete with allnecessary flush pipe, fittings and accessories.
no 51.20 SJ094
700 Squat w.c. pan in white vitreous china with brass cleaningeye, but without cistern and flush pipe.
no 21.40 SJ095
701 Wash-hand basin in white vitreous china size 500 x400mm complete with waste plug and chain, approvednon-corrosive brackets, UPVC waste pipe, bottle trap andall necessary washers, seals and nuts and fixed to wallall as specified.
no 92.20 SJ105
702 Wash-hand basin in coloured vitreous china size 500 x400mm complete with waste plug and chain, approvednon- corrosive brackets, UPVC waste pipe, bottle trapand all necessary washers, seals and nuts and fixed towall all as specified.
no 92.20 SJ500
703 Wash-hand basin with pedestal stand in colouredvitreous china size 500 x 400mm complete with wasteplug and chain, approved non- corrosive brackets, UPVCwaste pipe, bottle trap and all necessary washers, sealsand nuts and fixed to wall all as specified.
no 145.50 SJ501
704 Integral coloured cultured marble basin and top ofapproximate size 525 x 1500mm with 100mmbacksplash, 200mm front apron complete with integratedbasin, approved single lever mixer tap with pop-up waste,bottle trap, waste pipe and galvanised steel brackets forfixing to wall and all necessary accessories for fixing andjointing to pipework.
no 640.40 SJ274
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
705 PUB approved stainless steel sensor operated flushvalve complete with stainless steel outlet flush pipes towater closets including fixing and jointing to water supplyand fittings as specified.
no 421.60 SJ286
706 PUB approved stainless steel sensor operated flushvalve complete with stainless steel outlet flush pipes tourinals including fixing and jointing to water supply andfittings as specified.
no 394.00 SJ285
707 15mm chromium plated brass pillar tap including allnecessary accessories for fixing and jointing topipeworks.
no 25.50 SJ106
708 15mm chromium plated brass pillar tap with swivel swanneck including all necessary accessories for fixing andjointing to pipeworks.
no 63.30 SJ107
709 Delay action tap including all necessary accessories forfixing and jointing to pipeworks.
no 8.10 SJ109
710 15mm chromium plated brass bib-tap including allnecessary accessories for fixing and jointing topipeworks.
no 22.20 SJ110
711 15mm chromium plated brass 2-way bib-tap including allnecessary accessories for fixing and jointing topipeworks.
no 28.80 SJ290
712 15mm chromium plated ceramic disc cartridge operatedsingle lever basin mixer tap complete with pop-up wasteincluding all necessary accessories for fixing and jointingto pipeworks.
no 66.70 SJ273
713 Chrome plated bath mixer tap with single lever controlcomplete with adjustable jet shower head, 1.5m flexibleshower hose and sliding bar and all necessaryaccessories as specified.
set 123.30 SJ361
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Food-grade silicone thimble in natural colour with 4nos holes each 2.5mm diameter:
714 Size 18.5mm diameter x 2.5mm thick at basin tap inlet.
no 0.10 SJ350
715 Size 21.0mm diameter x 2.5mm thick for tap mixer. no 0.10 SJ351
716 15mm diameter constant flow regulator of 12 litres perminute for bib tap inlet at common areas.
no 5.30 SJ352
Stainless steel water supply pipe includingconnectors, elbows, bends, tees, reducers, etc andlaid in trench including excavation:
717 22mm diameter. m 18.60 SJ220
718 28mm diameter. m 21.70 SJ221
719 35mm diameter. m 27.60 SJ222
720 42mm diameter. m 33.80 SJ223
721 54mm diameter. m 55.90 SJ224
Stainless steel water supply pipe includingconnectors, elbows, bends, tees, reducers, etc. andfixed to roof top with concrete supports:
722 22mm diameter. m 12.40 SJ215
723 28mm diameter. m 15.50 SJ216
724 35mm diameter. m 20.70 SJ217
725 42mm diameter. m 26.90 SJ218
726 54mm diameter. m 49.00 SJ219
Stainless steel water supply pipes includingconnectors, elbows, bends, tees, reducers, etc. andfixed to wall with stainless steel clips/holderbats:
727 15mm diameter. m 11.80 SJ239
728 22mm diameter. m 15.20 SJ129
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Stainless steel water supply pipes includingconnectors, elbows, bends, tees, reducers, etc. andfixed to wall with stainless steel clips/holderbats(cont'd):
729 28mm diameter. m 19.50 SJ130
730 35mm diameter. m 26.40 SJ131
731 42mm diameter. m 33.60 SJ132
732 54mm diameter. m 57.80 SJ225
Concealed copper pipes for cold/hot water supplycomplete with couplings, elbows, tees, etc fixed towalls, columns, beams including forming recesses,cutting grooves or chases in walls, columns etc andmaking good on completion as specified:
733 15mm diameter. m 16.10 SJ362
734 22mm diameter. m 21.40 SJ363
735 28mm diameter. m 25.00 SJ364
Compression fitting caps for copper pipes:
736 15mm diameter. no 3.20 SJ365
737 22mm diameter. no 3.70 SJ366
738 28mm diameter. no 7.10 SJ367
Ductile iron pipes with cement lining for water mainsincluding spigot and socket joints, laid in trenchincluding excavation:
739 80mm diameter and backfilling with selected earth. m 54.10 SJ136
740 80mm diameter and backfilling with approved granular material.
m 57.50 SJ369
741 100mm diameter and backfilling with selected earth. m 54.60 SJ137
742 100mm diameter and backfilling with approved granular material.
m 57.90 SJ370
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Ductile iron pipes with cement lining for water mainsincluding flanged joints complete with bolts andnuts, laid on and including precast concrete supportblocks:
743 80mm diameter. m 56.10 SJ138
744 100mm diameter. m 54.90 SJ139
Ductile iron pipes with cement lining for water mainsincluding spigot and socket joints fixed to wall withholderbats:
745 80mm diameter. m 48.00 SJ140
746 100mm diameter. m 46.70 SJ145
Extra over 80mm diameter ductile iron cement linedpipes for water mains for fittings including flangedjoints complete with bolts and nuts:
747 Bends. no 46.70 SJ141
748 Tees. no 55.70 SJ142
749 Collars. no 56.20 SJ143
750 Socket adaptor. no 6.00 SJ144
Extra over 100mm diameter ductile iron cement linedpipes for water mains for fittings including flangedjoints complete with bolts and nuts:
751 Bends. no 53.20 SJ146
752 Tees. no 66.10 SJ147
753 Collars. no 70.00 SJ148
754 Duckfoot bend. no 34.30 SJ259
755 100mm diameter ductile iron flange adaptor fordistribution main complete with rubber gaskets, bolts andnuts all as specified.
no 121.90 SJ318
Cast iron sluice/gate valve with flanged ends:
756 80mm diameter. no 13.50 SJ151
757 100mm diameter. no 13.50 SJ152
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
758 100mm diameter x 65mm ductile iron flanged flow nozzle. no 115.80 SJ260
Bronze spring loaded lift check valve:
759 35mm diameter. no 24.20 SJ263
760 40mm diameter. no 33.00 SJ205
Cast iron spring loaded lift check valve with flangedends:
761 80mm diameter. no 348.70 SJ206
762 100mm diameter. no 421.40 SJ207
Brass high pressure equilibrium ball valve with brassarm and copper float:
763 50mm diameter. no 456.70 SJ153
764 100mm diameter. no 1,235.90 SJ154
Brass gate valve:
765 40mm diameter. no 33.50 SJ208
766 50mm diameter. no 44.50 SJ209
Brass ball stop valve:
767 20mm diameter. no 18.10 SJ210
768 25mm diameter. no 23.30 SJ211
769 40mm diameter. no 44.20 SJ212
770 15mm diameter isolating ball stop valve no 6.70 SJ498
771 25mm diameter brass ball float valve. no 52.80 SJ262
772 35mm diameter brass globe valve. no 48.20 SJ213
773 40mm diameter solenoid valve for automatic time-controlled refuse chute flashing system.
no 291.40 SJ214
774 Labour only for boring holes in UPVC pipes forapproximately 3.2m long at 50mm centre/centre for useas bin chute sparge pipe.
no 9.40 SJ173
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Brass high pressure screw down stop or bib cocks:
775 15mm diameter. no 12.20 SJ174
776 22mm diameter. no 20.00 SJ175
777 28mm diameter. no 37.00 SJ176
778 35mm diameter. no 78.40 SJ177
779 42mm diameter. no 97.10 SJ178
780 54mm diameter. no 139.80 SJ179
781 82mm diameter x 68mm high x 1.2mm thick purpose-made galvanised steel casing as locking device for publictap. (padlock measured separately).
no 1.30 SJ270
782 Rolled steel joists for support to tanks including bolts,fixing and painting.
kg 0.20 SJ181
783 63mm diameter Polyethylene gas pipe sleeved in 80mmdiameter UPVC pipe and laid in concrete channelincluding bituminous joints and filling up with cementmortar grout (concrete channel measured separately).
m 49.50 SJ491
784 63mm diameter Polyethylene gas pipe sleeved in 80mmdiameter UPVC pipe and laid in trench includingexcavation.
m 22.40 SJ495
785 63mm x 50mm diameter galvanised steel ElectrofusionTransition elbow to gas pipe.
no 3.20 SJ493
786 80mm diameter UPVC pipe sleeve for vertical gas pipefixed to wall.
m 10.50 SJ492
787 'Viking Johnson Junor' coupling for 50mm diametergalvanised steel gas pipe including locking ring, gasket,etc. and all necessary accessories.
no 53.60 SJ494
Heavy duty galvanised steel gas pipe includingsockets, connectors, elbows, tees, plugs, etc andfixed to wall or ceiling with collar brackets asspecified:
788 40mm diameter. m 16.70 SJ186
789 50mm diameter. m 19.90 SJ187
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Full bore ball valve:
790 15mm diameter. no 14.80 SJ195
791 20mm diameter. no 17.40 SJ196
792 25mm diameter. no 21.70 SJ197
793 32mm diameter. no 24.60 SJ198
794 40mm diameter. no 28.80 SJ199
795 50mm diameter. no 38.40 SJ200
796 80mm diameter. no 130.90 SJ201
Copper gas pipe including connectors, elbows,bends, tees, etc and fixed to wall:
797 15mm diameter. m 14.20 SJ202
798 22mm diameter. m 19.60 SJ203
799 UPVC Casing/Trunking for water and gas servicesincluding trunking cover with splayed edges, overall size84 x 51mm as specified.
m 12.60 SJ228
Heavy duty galvanised steel pipe complying with APIStandard 5L Grade B Schedule 40 with welded jointsand fixed to wall or ceiling with pipe clips or mildsteel brackets:
800 40mm diameter. m 20.60 SJ272
801 50mm diameter. m 23.70 SJ269
Class "C" galvanised steel pipes fixed to duct wall asdry, wet or hosereel rising main including allnecessary brackets, connectors, welded flanges,bolts, nuts and gaskets, etc and testing theinstallation as specified:
802 50mm diameter. m 17.00 SJ357
803 100mm diameter. m 61.00 SJ242
804 150mm diameter. m 82.60 SJ243
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
Class "C" galvanised steel pipes fixed to duct wall asdry, wet or hosereel rising main including allnecessary brackets, connectors, welded flanges,bolts, nuts and gaskets, etc and testing theinstallation as specified (cont'd):
805 Extra over 50mm diameter pipe for bend or elbow. no 7.00 SJ496
806 Extra over 50mm diameter pipe for tee. no 7.90 SJ497
807 Extra over 100mm diameter pipe for bend. no 34.20 SJ244
808 Extra over 150mm diameter pipe for bend. no 75.40 SJ247
Rust proof electro galvanised steel box with glassfront for breeching inlet complete with locks andmaster keys as specified (breeching inlet measuredseparately) :
809 2-way. no 109.30 SJ250
810 4-way. no 119.60 SJ251
Breeching inlet complete with 1 no. 25mm diameterdrain valve including all necessary blank caps, chain,handwheel etc as specified:
811 100mm diameter 2-way. no 153.90 SJ253
812 150mm diameter 4-way. no 274.60 SJ254
813 Dry riser landing valve with instantaneous 63.5mmdiameter female coupling complete with gunmetal bodiesincluding necessary handwheel, blank caps, chains,mechanical tee connectors/adaptors, etc as specified.
no 96.90 SJ252
814 25mm automatic air release valve as specified. no 23.80 SJ255
815 Approved canvas/nylon belt with key-alike padlocks forstrap locking handwheels in closed position.
no 6.50 SJ256
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
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SANITARY, WATER AND GAS INSTALLATION (CONT'D
1.6mm thick electro-galvanised steel casing finishedin baked red epoxy resin complete with all necessaryaccessories as specified for:
816 Fire hose-reel. no 204.50 SJ292
817 2.5 kg fire extinguisher. no 54.30 SJ342
818 4.5 kg fire extinguisher. no 84.30 SJ359
819 Approved wall mounted double swivel and recessed typefire hose-reel complete with 30m long x 25mm diameterreinforced braided rubber hose, a jet or spray type shut-off nozzle, gun metal control valves, wall brackets andfittings including fixing to wall and painting.
no 342.20 SJ291
Dry powder portable fire extinguisher complete withhorn, wall brackets and embossing extinguisher with2 nos HDB logo as specified:
820 2.5 kg. no 33.90 SJ338
821 4.5 kg. no 43.60 SJ339
822 9 kg. no 64.80 SJ340
823 5kg CO2 portable fire extinguisher complete with horn,wall brackets and embossing extinguisher with 2 nosHDB logo as specified.
no 115.20 SJ341
BSOR / 89
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
GLAZING
Sheet/float glass in panes:
824 4mm thick ordinary quality clear sheet/float glass. m² 25.90 SK001
825 5mm thick ditto. m² 31.60 SK002
826 6mm thick ditto. m² 35.00 SK003
827 5mm thick obscured glass. m² 40.30 SK004
Tinted float glass in panes:
828 5mm thick. m² 44.30 SK005
829 6mm thick. m² 48.20 SK006
Clear tempered float glass in panes:
830 6mm thick. m² 106.80 SK012
831 8mm thick. m² 150.90 SK013
832 10mm thick. m² 170.80 SK014
833 12mm thick. m² 191.00 SK015
Tinted tempered float glass in panes:
834 6mm thick. m² 123.30 SK016
835 8mm thick. m² 168.20 SK017
836 10mm thick. m² 182.70 SK018
837 12mm thick. m² 205.20 SK019
Tinted laminated safety float glass in panes:
838 10.38mm thick. m² 122.70 SK020
839 12.76mm thick. m² 170.80 SK021
BSOR / 90
Page 89 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
GLAZING (CONT'D)
Glass in louvres - varying from 100mm to 200mmwide:
840 5mm thick ordinary clear sheet/float glass. m² 31.10 SK008
841 6mm thick ditto. m² 35.00 SK009
842 5mm thick obscured wired glass. m² 40.50 SK010
843 6mm thick rough cast obscured wired glass. m² 47.40 SK011
BSOR / 91
Page 90 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING
Concrete or Plastered Surfaces
844 One coat of approved acrylic emulsion paint (with 20%water dilution).
m² 1.30 SL002
845 One priming coat (with 20% water dilution) and two uppercoats (without water dilution) of approved acrylic syntheticemulsion paint.
m² 3.40 SL003
846 One priming coat (with 20% water dilution) and one uppercoat (without water dilution) of approved acrylic syntheticemulsion paint by spraying equipment, paint roller orother means including protecting door/window frames, orother surfaces from being tainted with paint.
m² 2.40 SL037
847 One coat of water based sealer and two subsequentcoats of approved water based Algae Resistant EmulsionPaint (all coats without dilution) Rate inclusive of theprovision of a 6 year warranty.
m² 4.80 SL041
848 One coat of water based sealer. m² 1.50 SL008
Metal Surfaces
849 One coat of approved lead and chromate-free primer. m2 3.20 SL038
850 One coat of polyvinyl butyral etching primer. m2 2.60 SL039
851 One undercoat and one finishing coat of approvedsynthetic enamel paint.
m² 4.50 SL009
852 One undercoat and one finishing coat of approvedsynthetic enamel paint on grilles or railing etc (rateinclusive of painting on both faces).
m² 5.20 SL010
853 Two coats of approved synthetic enamel paint to mildsteel sections or door frame not exceeding 300mm girth.
m 1.60 SL018
854 Surface treatment to structural steelwork with one coat ofzinc-rich epoxy primer and two coats of zinc phosphatepriming paint including blast cleaning at workshop.
m² 42.30 SL040
BSOR / 92
Page 91 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING (CONT'D)
Pipe Surfaces
One coat of approved lead and chromate-free primer:
855 not exceeding 75mm diameter. m 0.80 SL012
856 exceeding 75mm but not exceeding 150mm diameter. m 1.60 SL013
857 exceeding 150mm but not exceeding 300mm diameter.
m 3.10 SL014
Two coats of approved lead and chromate-freeprimer:
858 exceeding 75mm but not exceeding 150mm diameter. m 2.80 SL023
One coat of polyvinyl butyral etching primer:
859 not exceeding 75mm diameter. m 0.70 SL030
860 exceeding 75mm but not exceeding 150mm diameter. m 1.30 SL031
861 exceeding 150mm but not exceeding 300mm diameter.
m 2.60 SL032
Two coats of approved synthetic enamel paint:
862 not exceeding 75mm diameter. m 1.20 SL015
863 exceeding 75mm but not exceeding 150mm diameter. m 2.30 SL016
864 exceeding 150mm but not exceeding 300mm diameter.
m 4.50 SL017
BSOR / 93
Page 92 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING (CONT'D)
Timber Surfaces
865 One coat wood primer and two coats of approvedsynthetic enamel paint.
m² 7.50 SL019
866 Two coats of wood stain/wood dye and three coats ofclear varnish/lacquer in matt or gloss finish.
m² 11.30 SL036
867 Two coats of wood preservative. m² 2.40 SL020
868 Two coats of polyurethane varnish. m² 5.70 SL022
BSOR / 94
Page 93 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS
869 225x225mm spot turfing (with 25mm thick original topsoil) at 450mm centre both directions with a layer ofapproved soil mixture 125mm thick including themaintenance of the turfing works during the "MaintenancePeriod" as specified.
m² 5.60 SM002
870 Strip turfing (with 25mm thick original top soil) 450mmwide and spaced 600mm between strips at an angle of 45degree on embankments with a layer of approved soilmixture 125mm thick including the maintenance of theturfing works during the "Maintenance Period" asspecified.
m² 9.00 SM004
Close turfing (with 25mm thick original top soil) witha layer of approved soil mixture 125mm thickincluding the maintenance of the turfing worksduring the "Maintenance Period" as specified:
871 To slope embankment. m² 11.40 SM009
872 To flat level surface. m² 10.60 SM011
873 Excavate trench to form shrub/flower bed, includingbackfilling to level about 250mm above the adjacentground level with approved soil mixture as specified(plants measured separately).
m³ 33.10 SM018
Excavate tree hole including backfill to a level 250mmabove ground with approved soil mixture asspecified (tree measured separately):
874 1.50 x 1.50 x 1.00m deep. no 92.70 SM078
875 1.00 x 1.00 x 1.00m deep. no 41.20 SM077
876 0.50 x 0.50 x 0.50m deep. no 5.90 SM079
Planting of instant tree including maintenance asspecified (tree measured separately):
877 Not exceeding 300mm girth. no 3.60 SM080
878 Exceeding 300mm but not exceeding 500mm girth. no 4.80 SM081
BSOR / 95
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS (CONT'D)
Planting of tree saplings/fruit trees/palms includingmaintenance as specified (tree measured separately):
879 Large size with minimun height 2.00m. no 3.00 SM082
880 Medium size with minimun height 1.50m. no 2.40 SM083
881 Small size with minimun height 1.00m. no 1.80 SM084
882 Planting of shrubs of any size including maintenance asspecified (shrub measured separately).
no 0.83 SM085
Cut down trees with girth measured at a point 1.0mabove the ground, grub up roots and clear away fromsite:
883 Not exceeding 0.5m girth. no 188.10 SM066
884 Exceeding 0.5m but not exceeding 1.0m girth. no 230.90 SM067
885 Exceeding 1.0m but not exceeding 1.5m girth. no 305.70 SM068
886 Exceeding 1.5m but not exceeding 2.0m girth. no 455.40 SM069
887 Exceeding 2.0m but not exceeding 2.5m girth. no 577.40 SM070
888 Exceeding 2.5m but not exceeding 3.0m girth. no 753.60 SM071
889 Exceeding 3.0m but not exceeding 4.0m girth. no 926.40 SM072
890 Exceeding 4.0m but not exceeding 5.0m girth. no 1,180.00 SM073
891 Exceeding 5.0m but not exceeding 6.0m girth. no 1,413.00 SM074
892 Bintangore pole as supporting stake to tree including tiesas specified.
m 1.40 SM039
893 Tripod support with 3 nos. of bintangore poles includingties and gunny sack as specified.
no 12.60 SM040
894 Tree guard with 4 nos. bintangore poles 1.50m aboveground and tied together with galvanised wire bracing asspecified.
no 20.90 SM041
895 Tree guard with 4 nos. bintangore poles 0.30m aboveground and tied together with galvanised wire bracing asspecified.
no 8.40 SM042
BSOR / 96
Page 95 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS (CONT'D)
Approved perforated UPVC sub-soil pipe with openend butt joints:
896 100mm diameter. m 2.30 SM014
897 150mm diameter. m 2.30 SM013
898 150mm diameter wrapped round with geotextile fabric (non-woven type).
m 3.70 SM076
899 19 to 25mm coarse aggregate wrapped round withordinary grade geotextile fabric (non-woven type) toperforated UPVC pipe including all necessary excavation(pipe measured separately).
m³ 66.70 SM065
900 50mm diameter UPVC pipe as weephole not exceeding300mm long.
no 2.00 SM075
901 Supply, fix and subsequent removal of temporarybarricade fencing consisting of 50 x 50 x 1650mm longbalau timber post spaced at 2400mm centre to centre,pointed at bottom and driven 450mm deep into theground and with 10mm diameter nylon ropes runninghorizontally and diagonally across the top and bottom ofbarricade including extra timber strutting at corner andend post as specified.
m 1.70 SM015
Approved green nylon netting:
902 Single layer. m² 1.40 SM043
903 Double layer. m² 2.70 SM044
BSOR / 97
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
MISCELLANEOUS
904 Design, erection and subsequent removal of protectivehoarding with overhead shelter average 4.5m high and1.70m wide with timber supports, metal sheet hoardingand timber floor boarding as shown in drawings.
m 185.40 SM064
905 Natural anodised aluminium extruded framed noticeboard, size 1200 x 900mm high, constructed of 2mmthick aluminium casing, complete with 1 no. aluminiumframe door infilled with 5mm thick clear polycarbonatesheet, hinges, lockset, 12.7mm thick softboard with velvetfabric finish, 9mm thick plywood, complete withfluorescent tube and wiring as specified.
no 39.70 SM034
906 200 x 50mm Electro-Galvanised Steel Trunking withremovable cover for telephone cables fixed to wall orceiling complete with slotted brackets and fixingaccessories as specified.
m 20.70 SM035
907 200 x 75mm Electro-Galvanised Steel Trunking withremovable cover for telephone cables fixed to wall orceiling complete with slotted brackets and fixingaccessories as specified.
m 21.90 SM036
908 155mm diameter Class `B' UPVC pipe for undergroundLT reticulation cables with concrete haunching andnecessary fabric reinforcement at pipe joints including theprovision of a nylon/polyethelane rope and testing of pipeon completion (Excavation and sand bed measuredseparately).
m 16.10 SM050
909 Extra over 155mm diameter UPVC pipe for Grade 20concrete haunching throughout including all necessaryformwork and A6 WSF reinforcement (Excavationmeasured separately).
m 5.00 SM051
910 UPVC plugs at pipe mouth of 155mm diameter UPVCpipe in draw pits.
no 7.30 SM058
911 110mm diameter UPVC lead-in pipe in trench includingend cap (Trench measured separately).
m 5.90 SM063
912 172.4mm wide (nominal) x 2mm thick high impact UPVCcable cover plates with embossed letterings as specified.
m 3.00 SM052
BSOR / 98
Page 97 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
MISCELLANEOUS (CONT'D)
Drawpits for underground LT reticulation cablescomprising of 100mm thick `L' shaped pc slabs aswalls, 100mm thick concrete base reinforced with A6WSF reinforcement, the pit filled with sand bags andcovered with 450x450x75mm thick precast concretetop cover slabs with UPVC plates for various shapesand types as specified (measured flat on plan -excavation measured separately):
913 Rectangular shaped. m² 152.70 SM053
914 `T' shaped. m² 118.90 SM054
915 `Y' shaped. m² 120.00 SM055
916 `X' shaped. m² 113.50 SM056
917 `L' shaped. m² 121.70 SM057
918 `R' shaped. m² 129.90 SM062
919 Vertical drawpit marker comprising of 75mm diameterheavy duty UPVC conduit pipe with purpose madecapping cover as specified.
no 29.70 SM059
StarHub Telecommunication Cable Pipes and Manholes
110mm diameter UPVC pipes in trench includingexcavation and backfilling and completelysurrounding pipe with grade 20 concrete bed andhaunching and all necessary formwork :
920 1-way with concrete bed and haunching, 210mm wide x overall 210mm thick.
m 24.40 SJ371
921 2-way with concrete bed and haunching, 346mm wide x overall 210mm thick.
m 39.00 SJ372
922 3-way with concrete bed and haunching, 346mm wide x overall 346mm thick.
m 53.20 SJ373
923 4-way with concrete bed and haunching, 346mm wide x overall 346mm thick.
m 57.60 SJ374
924 6-way with concrete bed and haunching, 481mm wide x overall 346mm thick.
m 78.40 SJ375
BSOR / 99
Page 98 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
MISCELLANEOUS (CONT'D)
StarHub Telecommunication Cable Pipes and Manholes (Cont'd)
110mm diameter UPVC pipes in trench includingexcavation and backfilling and completelysurrounding pipe with grade 20 concrete bed andhaunching and all necessary formwork (cont'd):
925 9-way with concrete bed and haunching, 481mm wide x overall 481mm thick.
m 103.20 SJ376
926 12-way with concrete bed and haunching, 617mm wide x overall 481mm thick.
m 131.70 SJ377
Reinforced concrete grade 30 manhole includingnecessary reinforcement and formwork with 20mmthick screeding trowelled smooth to fall at base, leanconcrete, excavation, hardcore and the installation ofchannel bracket and anchor iron (cover and framemeasured separately):
927 Type JX2 comprising of 120mm thick walls and bottom slab.
no 285.50 SJ378
928 Type MX1 comprising of 150mm thick walls and bottom slab.
no 1,054.30 SJ379
929 Type MX2 comprising of 150mm thick walls and bottom slab.
no 1,302.50 SJ380
930 Type MX3 comprising of 230mm thick walls and bottom slab.
no 2,505.80 SJ381
931 Type MX4 comprising of 230mm thick walls and bottom slab.
no 3,034.90 SJ382
932 78mm thick grade 30 concrete top slab overall sizeapproximately 1316 x 1202mm inclusive of the collectionof manhole frame and cover from StarHub's warehouseand setting frame in cement mortar and sealing cover ingrease and sand (manhole cover and frame supplied byStarHub).
no 54.60 SJ499
BSOR / 100
Page 99 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK
Rates for the following items do not includeestablishment charges and profit:
933 Bricklayer. hr 9.10 SN001
934 Blocklayer. hr 9.10 SN002
935 Carpenter. hr 9.70 SN003
936 Concretor. hr 9.50 SN004
937 Construction Equipment Operator. hr 13.30 SN019
938 Crane Driver. hr 12.80 SN005
939 Drainlayer. hr 9.40 SN006
940 Excavator. hr 8.50 SN007
941 Fitter. hr 9.50 SN008
942 Glazier. hr 9.60 SN009
943 Ironmonger. hr 9.90 SN010
944 Joiner. hr 9.80 SN011
945 Labourer. hr 7.40 SN012
946 Lorry Driver. hr 9.30 SN013
947 Mason. hr 9.10 SN014
948 Mechanic. hr 10.00 SN015
949 Painter. hr 8.30 SN016
950 Pavior. hr 9.30 SN017
951 Piler. hr 10.30 SN018
952 Plasterer. hr 10.40 SN020
953 Plumber. hr 11.00 SN021
954 Roller Driver. hr 13.30 SN022
BSOR / 101
Page 100 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK (CONT'D)
Rates for the following items do not includeestablishment charges and profit (Cont'd):
955 Roofer. hr 9.70 SN023
956 Scaffolder. hr 9.70 SN024
957 Steel Bender & Fixer. hr 9.60 SN025
958 Steel Worker. hr 8.90 SN026
959 Tiler. hr 10.50 SN027
960 Tractor Driver. hr 13.30 SN028
961 Watchman. hr 7.30 SN029
962 Welder. hr 9.80 SN030
963 Wireman. hr 10.90 SN031
964 Air compressor with air delivery capacity not less than 4.5 cu m per minute including pneumatic and sharpening tools and power supply (operator measured separately).
hr 22.70 SN032
965 Concrete mixer 200/140 litres including fuel. hr 14.00 SN033
966 Concrete mixer 300/200 litres including fuel. hr 20.50 SN034
967 Crane (KATO KR20H) including fuel and driver. hr 106.00 SN050
968 Diesel powered field welding machine with minimum 300 amp.
hr 13.80 SN036
969 Mechanical lawn mover with blade not exceeding 500mm and engine power not exceeding 150 cc.
hr 2.50 SN037
970 Motor crane including fuel and driver (3 tonne lifting capacity).
hr 38.00 SN038
971 Motor Crane including fuel and driver (8-13 tonne lifting capacity).
hr 71.95 SN051
972 Motor lorry 2.5 - 3 tonne size including fuel and driver. hr 27.00 SN039
BSOR / 102
Page 101 of 101
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JAN 2011)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK (CONT'D)
Rates for the following items do not includeestablishment charges and profit (Cont'd):
973 Motor lorry 5.5 - 7 tonne size including fuel and driver. hr 38.68 SN040
974 Motor lorry 10 tonne size including fuel and driver. hr 52.00 SN052
975 Power driven pump 50mm size including fuel and driver.
hr 16.95 SN041
976 Power driven pump 75mm size including fuel and driver.
hr 22.83 SN042
977 Power loader on rubber-tyred wheels 1.20 cu m bucket capacity (flywheel horsepower 60 kw range) including fuel and driver.
hr 62.50 SN043
978 Road roller 6 tonne capacity including fuel and driver. hr 32.50 SN044
979 Road roller 8 to 10 tonne capacity including fuel and driver.
hr 36.18 SN045
980 Traxacavator 1.0 cu m capacity including fuel and driver.
hr 75.20 SN046
981 Traxacavator 1.5 cu m capacity including fuel and driver.
hr 85.00 SN047
982 Traxacavator 2.0 cu m capacity including fuel and driver.
hr 105.00 SN048
983 Wheel or crawler shovel or excavator loaders with back hoe bucket not exceeding 0.4 cu m or 1.3 cu m loader bucket capacity including fuel and driver.
hr 75.00 SN049
BSOR / 103