building sor_jul 2009.pdf
TRANSCRIPT
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HOUSING AND DEVELOPMENT BOARD
STANDARD SCHEDULE OF RATES
FOR
BUILDING WORKS (JUL 2009)
CONTENTS
S/N DESCRIPTION PAGE
GENERAL PREAMBLES 1 - 3
PARTICULAR PREAMBLES TO VARIOUS TRADES 4 - 18
1 EXCAVATION 19 - 22
2 CONCRETE WORK 23 - 32
3 BRICKWORK AND BLOCKWORK 33 - 35
4 FLOOR FINISHES 36- 41
5 ROOFING 42 - 43
6 CARPENTRY AND JOINERY 44 - 49
7 IRONMONGERY 50 - 53
8 STRUCTURAL STEELWORK & METALWORK 54 - 69
9 WALL AND CEILING FINISHES 70 - 71
10 SANITARY, WATER AND GAS INSTALLATION 72 - 89
11 GLAZING 90 - 91
12 PAINTING AND DECORATING 92 - 94
13 TURFING, TREE PLANTING & LANDSCAPING WORKS 95 - 97
14 MISCELLANEOUS 98 - 100
15 DAYWORK 101 - 103
Page 1 of 103
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.
Page 2 of 103
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 Unless otherwise stated, pipes are described by their internal diameters. 10 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
11.1 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.
Page 3 of 103
GENERAL PREAMBLES
Billing of Quantities (Cont'd) 11.2 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.
11.3 Where the unit of measurement is the hour, fractions of the unit shall be billed to the nearest next half hour. 11.4 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.
12 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 13 Unless otherwise stated, the term "as specified" means as specified in
any of the documents forming part of the Contract. 14 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 (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
EXCAVATION
Excavation oversite commencing from ground levelin ordinary ground, including forming of surfacesand removal of surplus excavated materials withinsite, for the following average overall depth:
1 not exceeding 150mm deep. m² 1.50 SA001
2 exceeding 150mm but not exceeding 300mm deep. m² 2.80 SA002
3 exceeding 300mm deep. m³ 8.70 SA003
4 Excavation in Embankment commencing from reducedlevel in ordinary ground including forming of surfaces andremoval of surplus excavated materials within site.
m³ 10.10 SA007
Excavate to form Trenches for Columns, Pilecaps,Foundations, Beams, Basements, Pier Holes etc inordinary ground including forming of bottom,necessary planking and strutting, part return, fill andram, and remainder get out and deposit on site asdirected in stages of the following depth:
5 not exceeding 2.00m deep. m³ 18.60 SA008
6 exceeding 2.00m but not exceeding 4.00m deep. m³ 20.40 SA009
7 exceeding 4.00m but not exceeding 6.00m deep. m³ 23.30 SA010
8 exceeding 6.00m but not exceeding 8.00m deep. m³ 26.20 SA042
Excavation for HARD GROUND where blasting willnot be permitted HARD GROUND is defined as:cemented sand, shale, decomposed rock or othermaterial with Standard Penetration Values notexceeding 70 blows per 30cm and bulk density notexceeding 2100kg/m3 and can be excavated by heavymachinery with a maximum breakout force of13,000kg such as Caterpillar 977L or its equivalent:
9 not exceeding 2.00m deep. m³ 28.50 SA012
10 exceeding 2.00m but not exceeding 4.00m deep. m³ 32.90 SA013
11 exceeding 4.00m but not exceeding 6.00m deep. m³ 38.70 SA014
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) 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 40.00 SA034
13 exceeding 2.00m but not exceeding 4.00m deep. m³ 41.30 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 37.00 SA038
15 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 37.30 SA039
16 not exceeding 2.00m deep with selected excavated material.
m³ 13.50 SA036
17 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 13.80 SA040
18 not exceeding 2.00m deep with selected imported earth.
m³ 21.60 SA037
19 exceeding 2.00m but not exceeding 4.00m deep with ditto.
m³ 21.80 SA041
20 CART AWAY excavated materials off site and deposit atthe Contractor's own dumping ground.
m³ 7.90 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 13.60 SA017
22 Selected excavated material obtained within the site andused as filling to make up level including consolidation.
m³ 11.40 SA018
Page 22 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
EXCAVATION (CONT'D)
23 80mm diameter (minimum) bakau piles as roller supports. m 1.60 SA033
24 Unwashed sand including spreading, levelling andconsolidating.
m³ 26.70 SA020
25 Hardcore in beds, comprising of clean brokenbricks/concrete, deposit, spread, levelled, mechanicallyconsolidated and including 25mm thick sand or granitedust blinding/topping.
m³ 19.50 SA024
26 Granite dust, spread, level and consolidate. m³ 54.10 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 10.20 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
Page 23 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
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 135.30 SB003
34 Concrete (1:2:4). m³ 137.30 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 139.90 SB004
36 Grade 25. m³ 141.80 SB006
37 Grade 30. m³ 143.80 SB008
38 Grade 35. m³ 145.70 SB111
39 Grade 40. m³ 147.70 SB113
40 Grade 45. m³ 149.60 SB116
41 Grade 50. m³ 151.60 SB118
42 Extra over grade 40 reinforced concrete for the provisionof precast pilecap formwork panels including fabricationand all necessary tie bars and clamps.
m2 40.10 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 145.90 SB005
44 Grade 25. m³ 147.80 SB007
45 Grade 30. m³ 149.80 SB009
46 Grade 35. m³ 151.80 SB112
Page 24 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Reinforced Concrete to suspended slabs, beams,columns, staircases, walls, etc including workingaround rod or fabric reinforcement above groundfloor level as specified (reinforcement measuredseparately) (Cont'd):
47 Grade 40. m³ 153.70 SB114
48 Grade 45. m³ 155.70 SB117
49 Grade 50. m³ 157.60 SB119
50 Approved damp proof membrane Type B (felt fibre base)to underside of reinforced concrete slab includingprovision for laps and preparation of surface as specified.
m² 7.90 SB011
51 Liquid-applied flexible cementitious or water-basedWaterproofing Membrane to bath/wc/kitchen floorsincluding upturns on pipes and walls as specified(Measured flat-on-plan and no adjustment to be made forvoids occupied by pipes).
m² 8.40 SB359
Mild Steel Rod Reinforcement, fabricated and laid infoundations, beds, suspended slab, walls, columns,beams, staircases etc, and including labour forforming stirrups, links etc:
52 6mm diameter. kg 1.90 SB022
53 8mm diameter. kg 1.90 SB154
54 10mm diameter. kg 1.60 SB023
55 13mm diameter. kg 1.60 SB024
56 16mm diameter. kg 1.60 SB025
57 20mm diameter. kg 1.50 SB026
58 22mm diameter. kg 1.50 SB027
59 25mm diameter. kg 1.50 SB028
Page 25 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Mild Steel Rod Reinforcement, fabricated and laid infoundations, beds, suspended slab, walls, columns,beams, staircases etc, and including labour forforming stirrups, links etc (Cont'd):
60 28mm diameter. kg 1.50 SB029
61 32mm diameter. kg 1.50 SB030
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:
62 6mm diameter. kg 2.30 SB155
63 7mm diameter. kg 1.60 SB156
64 8mm diameter. kg 1.60 SB157
65 10mm diameter. kg 1.60 SB031
66 13mm diameter. kg 1.60 SB032
67 16mm diameter. kg 1.60 SB033
68 20mm diameter. kg 1.50 SB034
69 22mm diameter. kg 1.50 SB035
70 25mm diameter. kg 1.50 SB036
71 28mm diameter. kg 1.50 SB037
72 32mm diameter. kg 1.50 SB038
73 Extra over steel rod reinforcement for galvanising. kg 0.80 SB039
Welded steel fabric reinforcement well lapped andtied at joints (measured nett) :
74 A5. m² 3.70 SB040
75 A6. m² 4.40 SB041
76 A7. m² 5.60 SB042
77 A8. m² 7.10 SB043
Page 26 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Welded steel fabric reinforcement well lapped andtied at joints (measured nett) (Cont'd):
78 A10. m² 10.80 SB145
79 A12. m² 15.20 SB284
80 B5. m² 6.60 SB146
81 B6. m² 7.10 SB147
82 B7. m² 8.00 SB148
83 B8. m² 10.40 SB149
84 B8A. m² 6.60 SB352
85 B9. m² 12.20 SB229
86 B10. m² 14.10 SB150
87 B12. m² 18.50 SB151
88 B13. m² 23.10 SB350
89 D5. m² 6.90 SB346
90 D6. m² 8.30 SB048
91 D7. m² 10.60 SB049
92 D8. m² 13.70 SB124
93 D9. m² 17.10 SB230
94 D10. m² 21.10 SB231
95 D11. m² 25.30 SB347
96 D12. m² 30.10 SB348
97 D13. m² 35.40 SB349
98 Dowel Mesh (DM). m² 7.60 SB358
Page 27 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Prefabricated pilecap mesh reinforcement:
99 Type H1320 0840. m² 12.20 SB326
100 Type H1315 1315. m² 24.50 SB354
101 Type H1310 1310. m² 34.60 SB324
102 Type H1310 1610. m² 44.20 SB325
103 Type 2H1310 1320. m² 43.90 SB327
104 Type 2H1315 1315. m² 35.60 SB331
105 Type 2H1310 0840. m² 37.20 SB330
106 Type 2H1315 0840. m² 26.10 SB355
107 Type 2H1310 1310. m² 52.30 SB328
108 Type 2H1310 1610. m² 60.90 SB329
109 ECC mesh H1320 (Type 1) m 14.30 SB363
110 ECC mesh H1320 (Type 2) m 15.80 SB364
111 Prefabricated pilecap link mesh reinforcement. m² 19.30 SB332
Prefabricated beam stirrup cage reinforcement:
112 Reference no. S07. m² 16.60 SB280
113 Reference no. S10. m² 13.30 SB167
114 Reference no. S15. m² 10.30 SB168
115 Reference no. S20. m² 8.80 SB169
116 Reference no. S25. m² 7.80 SB170
117 Reference no. S130. m² 20.00 SB281
118 Reference no. S137. m² 25.40 SB333
119 Reference no. 2S130 (twin). m² 36.00 SB334
120 Prefabricated beam capping link reinforcement no R10-300.
m² 18.00 SB288
Page 28 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Prefabricated wall mesh reinforcement:
121 Type H1320 0820. m² 11.50 SB356
122 Type H1310 0820. m² 19.50 SB357
Prefabricated column link cage of R6 reinforcement(Reference no L36, L36A, L36B, L46, L46A, L46B, L56,L56A, L56B) :
123 at 100mm spacing. m² 7.00 SB306
124 at 150mm spacing. m² 5.80 SB307
125 at 175mm spacing. m² 5.40 SB337
126 at 200mm spacing. m² 5.20 SB308
Prefabricated column link cage of R8 reinforcement(Reference no L38, L38A, L38B, L48, L48A, L48B, L58,L58A, L58B) :
127 at 100mm spacing. m² 9.90 SB309
128 at 150mm spacing. m² 7.70 SB310
129 at 200mm spacing. m² 6.60 SB311
130 at 250mm spacing. m² 6.00 SB338
131 Timber formwork to surfaces of concrete foundations,column stumps, ground beams, ground floor slabs, etc.
m² 12.70 SB110
132 Timber formwork to surfaces of concrete columns, walls,suspended slabs, stairs, canopies, beams, lintols etc.
m² 19.70 SB062
133 Timber formwork to produce a good off-form finish tosurfaces of concrete columns, walls, slabs, beams,staircases, canopies, lintols etc. as specified.
m² 29.20 SB274
134 Formwork of approved materials to produce a good off-form finish to curved surfaces of concrete columns, walls,slabs, beams, staircases, canopies, lintols, etc. asspecified.
m² 35.50 SB275
135 LABOUR ONLY for preparing, cleaning, assembling,erecting and dismantling of metal formwork of any typesto surfaces of concrete columns, walls, suspended slabs,staircases, canopies, beams etc.
m² 24.20 SB064
Page 29 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
PRECAST CONCRETE in sills, lintols, slabs, etcincluding moulds, hoisting and fixing in position:
136 Grade 25 with reinforcement. m³ 456.30 SB158
137 Grade 25 without reinforcement. m³ 268.70 SB159
138 Grade 30 with reinforcement. m³ 458.30 SB161
139 Grade 30 without reinforcement. m³ 270.70 SB162
140 Grade 40 with reinforcement. m³ 462.20 SB339
141 Grade 40 without reinforcement. m³ 274.60 SB340
142 Precast concrete Grade 40 in footing/stump includingmoulds, hoisting and placing in position (reinforcementmeasured separately).
m³ 248.10 SB380
143 Hacking through reinforced concrete floors or walls (anythickness) to form opening including making good andremove debris from site.
m³ 433.80 SB068
144 Breaking up existing reinforced concrete structuresincluding removing debris off the site.
m³ 109.40 SB164
145 Breaking up of existing mass concrete structuresincluding removing debris off the site.
m³ 85.70 SB165
146 One layer of approved epoxy concrete bonding agent tohacked concrete surfaces before concreting.
m² 25.40 SB166
Concrete in small quantities not exceeding 0.15m³including all necessary formwork:
147 Grade 20. m³ 329.10 SB069
148 Grade 25. m³ 332.00 SB160
149 Grade 30. m³ 334.90 SB163
150 Grade 40. m³ 340.80 SB317
Page 30 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Coring of holes through concrete structure includingremoval of debris off site:
151 25 to 31mm diameter x 100 to 200mm depth. no 34.50 SB190
152 25 to 31mm diameter x 201 to 300mm depth. no 40.30 SB193
153 25 to 31mm to diameter x 301 to 400mm depth. no 58.70 SB194
154 32 to 49mm diameter x 100 to 200mm depth. no 34.50 SB300
155 32 to 49mm diameter x 201 to 300mm depth. no 46.00 SB301
156 32 t0 49mm diameter x 301 to 400mm depth. no 58.70 SB302
157 50 to 74mm diameter x 100 to 200mm depth. no 34.50 SB195
158 50 to 74mm diameter x 201 to 300mm depth. no 46.00 SB198
159 50 to 74mm diameter x 301 to 400mm depth. no 58.70 SB199
160 75 to 99mm diameter x 100 to 200mm depth. no 40.30 SB200
161 75 to 99mm diameter x 201 to 300mm depth. no 52.90 SB203
162 75 to 99mm diameter x 301 to 400mm depth. no 71.30 SB204
163 100 to 149mm diameter x 100 to 200mm depth. no 46.00 SB205
164 100 to 149mm diameter x 201 to 300mm depth. no 70.20 SB208
165 100 to 149mm diameter x 301 to 400mm depth. no 85.10 SB209
166 150 to 199mm diameter x 201 to 300mm depth. no 88.60 SB213
167 150 to 199mm diameter x 301 to 400mm depth. no 116.20 SB214
168 200 to 249mm diameter x 100 to 200mm depth. no 96.60 SB215
169 200 to 249mm diameter x 201 to 300mm depth. no 124.20 SB218
170 200 to 249mm diameter x 301 to 400mm depth. no 176.00 SB219
171 250 to 299mm diameter x 100 to 200mm depth. no 130.00 SB319
172 250 to 299mm diameter x 201 to 300mm depth. no 173.70 SB320
173 250 to 299mm diameter x 301 to 400mm depth. no 240.40 SB321
Page 31 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
Coring of holes through concrete structure includingremoval of debris off site (Cont'd):
174 300mm diameter x 100 to 200mm depth. no 158.70 SB220
175 300mm diameter x 201 to 300mm depth. no 204.70 SB223
176 300mm diameter x 301 to 400mm depth. no 278.30 SB224
177 25mm diameter brass tube sleeve for gondolasuspension cable not exceeding 210mm long completewith removable brass capping screw and welded with2mm thick brass collar plate including casting intoconcrete structure as specified.
no 77.60 SB232
Forming bituminous expansion joint in concretefloors including all necessary formwork andbituminous seal:
178 13mm wide x 75mm deep. m 4.00 SB316
179 25mm wide x 100mm deep. m 9.20 SB096
180 Forming of 25mm wide expansion joint in cavity with foamplastic infill as specified.
m² 2.10 SB120
181 Forming of surface channel 150mm wide x 50mm deepon concrete floor slab to fall.
m 1.40 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:
182 Grade 25 not exceeding 400mm deep (average) to invert and reinforced with B6 WSF reinforcement.
m 85.10 SB099
183 Add to LAST ITEM for the increase in stages of 100mm deep.
m 16.20 SB100
184 Grade 40 not exceeding 400mm deep (average) to invert and reinforced with A7 WSF reinforcement.
m 84.00 SB314
185 Add to LAST ITEM for the increase in stages of 100mm deep.
m 16.10 SB315
186 Extra over 225mm wide reinforced concrete drain forPRECAST CONCRETE INVERT.
m 3.30 SB105
Page 32 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CONCRETE WORK (CONT'D)
187 225mm wide (internal) grade 40 precast concrete housedrain not exceeding 400mm deep (average) to invert with100mm thick sides and bottom complete withreinforcement and topping up sides with in-situ concreteincluding all necessary jointing, excavation, formwork andlean concrete and laid to falls as specified.
m 59.20 SB365
188 Add to LAST ITEM for the increase in stages of 100mmdeep.
m 5.00 SB366
189 315mm diameter UPVC pipe conforming to SS272 forconcealed drain outlet with Grade 30 concrete bed andreinforced with WSF B5 including formwork and leanconcrete (excavation measured separately)
m 82.10 SB371
Precast concrete (Grade 40) components includingall reinforcement, moulds, formwork stacking,hoisting, setting, labour and materials for jointing,testing accessories and protection, etc as specified:
190 100mm normal weight Partition Wall m² 103.50 SB130
191 90mm normal weight Partition Wall m² 71.90 SB131
192 70-90mm thick Prestressed Plank m² 63.30 SB381
193 70-90mm thick Non-prestressed Plank m² 74.20 SB383
194 75mm thick Ferrolite Partition Wall (design mix as specified)
m² 59.60 SB384
195 250mm Gable End Wall m² 107.00 SB134
196 Façade Wall without Beam m² 75.90 SB132
197 Beam m3 492.80 SB372
Precast concrete (Grade 50) components includingall reinforcement, moulds, formwork stacking,hoisting, setting, labour and materials for jointing,testing accessories and protection, etc as specified:
198 Column/300mm thick Wall m3 460.60 SB373
Page 33 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) 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:
199 Generally. m³ 254.30 SC005
200 One brick thick wall. m² 57.40 SC006
201 Half brick thick wall reinforced with expanded metal brickwork reinforcement.
m² 28.80 SC007
202 Half brick thick wall built honeycomb. m² 21.80 SC008
Common brickwall using modular bricks laid inprepacked mortar as specified with 10mm jointsraked 10mm deep or flush pointed as the workproceeds:
203 90mm thick reinforced with expanded metal brickwork reinforcement.
m² 26.20 SC016
204 190mm thick. m² 51.80 SC015
205 290mm thick. m² 74.00 SC044
Red facing brickwall using modular bricks laid inprepacked mortar as specified with 10mm jointsraked 10mm deep or flush pointed as the workproceeds:
206 90mm thick reinforced with expanded metal brickwork reinforcement.
m² 44.80 SC055
207 190mm thick. m² 87.50 SC062
208 Extra over common modular brickwork for using redfacing bricks to one face of the brickwall (applicable tobrickwall of thickness 190mm and above).
m² 20.80 SC017
Page 34 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
BRICKWORK AND BLOCKWORK (CONT'D)
Glass block wall laid in premix mortar complete withpanel reinforcing, panel anchors, expansion strips,etc as specified (rate inclusive of the provision of a 5-year warranty):
209 146 x 146 x 98mm thick "Pittsburgh Corning" transparent/non-transparent glass blocks.
m² 394.90 SC047
210 Extra over item SC047 for using colour coated edge blocks.
m² 26.00 SC048
211 197 x 197 x 98mm thick "Pittsburgh Corning" transparent/non-transparent glass blocks.
m² 267.40 SC045
212 Extra over item SC045 for using colour coated edge blocks.
m² 14.60 SC046
213 145 x 145 x 95mm thick "NEG" transparent/non-transparent glass blocks.
m² 311.00 SC052
214 Extra over item SC052 for using coloured glass blocks.
m² 162.30 SC053
215 Extra over item SC052 for using solar reflective glass blocks.
m² 147.10 SC054
216 190 x 190 x 95mm thick "NEG" transparent/non-transparent glass blocks.
m² 202.30 SC049
217 Extra over item SC049 for using coloured glass blocks.
m² 111.70 SC050
218 Extra over item SC049 for using solar reflective glass blocks.
m² 96.60 SC051
Page 35 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
BRICKWORK AND BLOCKWORK (CONT'D)
Solid block wall laid in prepacked mortar asspecified:
219 70mm thick wall using 190 x 90 x 70mm solid blocks. m² 24.50 SC027
220 90mm thick wall using 190/290 x 90 x 90mm solid blocks.
m² 30.50 SC028
221 190mm thick wall using 190 x 90 x 90mm solid blocks.
m² 61.10 SC030
222 Breaking up blockwork or brickwork in cement mortarincluding plaster (measured in gross thickness) andremoving debris off site.
m³ 29.80 SC031
223 Approved horizontal damp proof course Type B (felt fibrebase) to brick/block walls bedded in prepacked mortar asspecified.
m² 13.20 SC035
224 13mm deep polyurethane sealant joint (horizontal orvertical) with 10mm diameter backer rod to gap betweenbrickwall and beam/column as specified.
m 6.00 SC040
Page 36 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES
225 Hack existing concrete surface to form keys and washclean to receive finishing.
m² 1.60 SD001
226 Extra over concrete slab for trowelling surface of floor orroof slab.
m² 0.60 SD002
227 Extra over concrete slab for compacting and trowellingsmooth surface of reinforced concrete floor slab by powertrowel.
m² 2.20 SD003
228 Extra over concrete floor or screed for the application ofapproved non-metallic hardener with power trowelledfinish including spraying a coat of approved curing agentonto the finished surface as specified.
m² 9.40 SD082
229 Extra over concrete ramp for the application of approvednon-metallic hardener with power trowelled finishincluding spraying a coat of approved curing agent ontothe finished surface and forming ring indentations asspecified (measured flat on plan).
m² 13.00 SD083
Forming 10mm wide groove lines on surfaces ofconcrete ramp:
230 At not more than 150mm apart. m² 4.00 SD104
231 Exceeding 150mm but not more than 300mm apart. m² 1.80 SD109
232 Matt finished polymer surface coating of approvedcolours over roof slab as specified. (rate inclusive of theprovision of a 5-year warranty).
m² 31.10 SD103
233 20-30mm thick non-shrink cement rendering to concretesurfaces trowelled to a smooth finish.
m² 84.30 SD105
234 10mm thick prepacked waterproof screed for kitchen,bath and WC floors as specified.
m² 5.80 SD110
235 ADD to (or deduct from) ITEM SD110 for each 5mmthickness over (or under) 10mm.
m² 1.80 SD112
236 20mm thick prepacked screed to floor trowelled to asmooth finish.
m² 7.00 SD004
237 ADD to (or deduct from) ITEM SD004 for each 5mmthickness over (or under) 20mm.
m² 1.40 SD005
Page 37 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) 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:
238 Not exceeding 150mm in height/width. m 3.70 SD006
239 Exceeding 150mm but not exceeding 300mm in height/width.
m 5.80 SD007
240 ADD to (or deduct from) ITEM SD006 for each 5mm thickness over (or under) 20mm.
m 0.70 SD008
241 ADD to (or deduct from) ITEM SD007 for each 5mm thickness over (or under) 20mm.
m 1.20 SD009
242 20mm thick prepacked screed to receive floor finishes. m² 5.90 SD087
243 ADD to (or deduct from) ITEM SD087 for each 5mmthickness over (or under) 20mm.
m² 1.20 SD088
244 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 7.70 SD010
245 ADD to (or deduct from) ITEM SD010 for each 5mmthickness over (or under) 25mm.
m² 1.20 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:
246 Not exceeding 150mm in height/width. m 4.60 SD012
247 Exceeding 150mm but not exceeding 300mm in height/width.
m 6.80 SD013
248 ADD to (or deduct from) ITEM SD012 for each 5mm thickness over (or under) 25mm .
m 0.70 SD014
249 ADD to (or deduct from) ITEM SD013 for each 5mm thickness over (or under) 25mm.
m 1.10 SD015
Page 38 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
250 20mm thick granolithic paving consisting of cement, sandand granite chippings (1:1:2) to floor and trowelled to asmooth finish.
m² 8.00 SD019
251 ADD to (or deduct from) ITEM SD019 for each 5mmthickness of granolithic layer over (or under) 20mm.
m² 1.60 SD020
20mm thick granolithic consisting of cement, sandand granite chippings (1:1:2) to skirtings, treads,risers, curbs and returns etc and trowelled to asmooth surface including coved and rounded angles:
252 Not exceeding 150mm in height/width. m 4.60 SD021
253 Exceeding 150mm but not exceeding 300mm in height/width.
m 5.80 SD022
254 ADD to (or deduct from) ITEM SD021 for each 5mm thickness over (or under) 20mm.
m 0.80 SD023
255 ADD to (or deduct from) ITEM SD022 for each 5mm thickness over (or under) 20mm.
m 1.10 SD024
256 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish.
m² 5.40 SD025
257 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish all as in ITEM SD025 but forskirting etc not exceeding 150mm in height/width.
m 1.40 SD026
258 Extra over granolithic paving (irrespective of thickness)for exposed aggregate finish all as in ITEM SD025 but forskirting etc exceeding 150mm but not exceeding 300mmin height/width.
m 2.40 SD027
259 50mm thick cement rendering to floor slab including20mm thk granolithic paving consisting of cement, sandand granite chippings (1:1:1) with concrete hardenertrowelled to a smooth finish.
m² 19.40 SD116
Page 39 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
8mm thick quarry tiles laid and bedded on andincluding necessary prepacked base screed asspecified:
260 100 x 100mm tiles. m² 37.20 SD043
261 200 x 100mm tiles. m² 35.60 SD044
262 Brick-on-edge paving using red facing modular bricks laidto approved pattern, jointed and pointed in prepackedmortar as specified (screed measured separately).
m² 43.70 SD047
263 190mm wide brick-on-edge curb using M211 red facingmodular bricks jointed and pointed in prepacked mortaras specified (screed measured separately).
m 12.50 SD054
264 190mm wide brick-on-edge curb/coping using M211 redfacing bullnose/splayed edge bricks jointed and pointedin prepacked mortar as specified (screed measuredseparately)
m 14.50 SD070
265 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 35.40 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:
266 Not exceeding 150mm in height/width. m 8.20 SD093
267 Exceeding 150mm but not exceeding 300mm in height/width.
m 13.30 SD094
Page 40 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
FLOOR FINISHES (CONT'D)
268 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 36.60 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:
269 Not exceeding 150mm in height/width. m 7.80 SD065
270 Exceeding 150mm but not exceeding 300mm in height/width.
m 12.60 SD066
271 Glazed porcelain ceramic floor tiles of approved colours,patterns (nominal size 450 x 450 x 10mm thick), beddedon and including prepacked screed and pointing withapproved coloured tile grouts as specified.
m² 47.40 SD117
272 Glazed porcelain ceramic floor tiles of approved colours,patterns (nominal size 500 x 500 x 10mm thick), beddedon and including prepacked screed and pointing withapproved coloured tile grouts as specified.
m² 47.40 SD118
273 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 44.60 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:
274 Not exceeding 150mm in height/width. m 10.20 SD101
275 Exceeding 150mm but not exceeding 300mm in height/width.
m 17.10 SD102
276 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 45.70 SD097
Page 41 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
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:
277 Not exceeding 150mm in height/width. m 9.30 SD098
278 Exceeding 150mm but not exceeding 300mm in height/width.
m 15.60 SD099
279 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 12.80 SD115
280 Heavy duty structured/textured ceramic floor tile (nominalsize 300x300x9mm thick) bedded on and includingprepacked screed and pointing with approved colouredtile grouts as specified.
m2 42.60 SD114
281 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 50.50 SD111
282 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:
283 224 x 110.5 x 80mm thick. m² 26.60 SD077
284 225 x 111 x 100mm thick. m² 29.00 SD078
285 453 x 453 x 100mm thick. m² 27.60 SD079
286 600 x 600 x 50mm thick concrete paving slab of grade 25concrete with 10mm max. aggregate jointed withprepacked mortar as specified.
m 16.60 SD080
287 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 2.60 SD084
Page 42 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
ROOFING
288 BRC 3315 to roof to support sisalation paper. m² 2.10 SE001
Woodwool slab to roof:
289 25mm thick. m² 24.70 SE005
290 50mm thick. m² 36.60 SE045
291 900 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 36.90 SE048
292 3mm thick acrylic polymer modified cementitious coatingto roof surfaces and gutter as specified.
m² 9.30 SE049
293 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 47.40 SE008
294 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 8.70 SE034
295 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 7.40 SE035
296 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 7.20 SE047
Page 43 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
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):
297 0.47mm thick Lysaght Spandek m² 31.40 SE014
298 0.47mm thick Lysaght Trimdek m² 29.00 SE046
299 0.53mm thick Lysaght Kliplok m² 36.60 SE015
300 0.65mm thick Lysaght Kliplok m² 42.30 SE016
301 0.47mm thick Lysaght V-Crimp m² 28.60 SE017
0.60mm thick custom made colourbond XRWflashings/cappings/trims to Kliplok/Spandek/V-Crimproofing including all necessary fixing accessories asspecified (rate inclusive of the provision of a 10-yearwarranty):
302 not exceeding 100mm girth. m 9.40 SE019
303 exceeding 100mm but not exceeding 200mm girth. m 12.20 SE020
304 exceeding 200mm but not exceeding 300mm girth. m 15.40 SE021
305 exceeding 300mm but not exceeding 400mm girth. m 18.50 SE022
306 exceeding 400mm but not exceeding 600mm girth. m 34.90 SE024
307 exceeding 600mm but not exceeding 800mm girth. m 26.40 SE025
308 0.53mm thick Lysaght Speed Deck colorbond metalroofing including all necessary fixing accessories asspecified (rate inclusive of the provision of a 10-yearwarranty).
m² 34.40 SE012
309 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 26.50 SE013
Page 44 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY
Approved calcium silicate board as ceiling boardincluding corrosion resistant countersunk screwsfixed to timber joists as specified (timber joists andpainting measured separately):
310 9mm thick. m² 14.60 SF128
311 12mm thick. m² 17.00 SF049
312 Ceiling duct for concealment of discharge pipes andfittings comprising of 9mm thick calcium silicate boardwith galvanised steel angle frames, including egg cratechrome plastic lighting diffuser with powder coatedaluminium frames as specified. (measurement based onexposed surface area of duct and painting measuredseparately)
m2 63.80 SF204
313 9mm thick calcium silicate board as box-up forconcealment of gas pipes complete with 40 x 40 x 3mmthick galvanised steel angle frames/supports as specified(painting measured separately).
m2 41.20 SF208
314 Approved calcium silicate board with 1-hourcompartmentation as box-up for concealment of gaspipes complete with galvanised steel angleframes/supports as specified (painting measuredseparately).
m2 102.60 SF209
315 Extra over items SF208 and SF209 for forming 15mmdiameter ventilation holes at 300mm centres
m 0.60 SF210
316 Sawn timber in wall plates, rafters, purlins, joists, collarsand backing pieces.
m³ 1,160.50 SF004
317 Extra over structural timber for pressure impregnationtreatment with approved wood preservative.
m³ 82.20 SF005
318 Wrot timber for BOARDS under 50mm thick and 100mmor more wide including all labour and materials for anynecessary jointings.
m³ 1,233.30 SF006
319 Wrot timber for frame, head, mullion, transome or cillworked to the required shape.
m³ 1,406.70 SF007
320 Wrot timber for hand rails not exceeding 5,000 mm² insectional area.
m 14.30 SF010
Page 45 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
Wrot timber for architraves, cover fillets, etc:
321 not exceeding 500 mm² in sectional area. m 1.40 SF008
322 exceeding 500 mm² but not exceeding 1,000 mm² in sectional area.
m 1.90 SF009
Wrot timber for louvre blades:
323 not exceeding 2,000 mm² in sectional area. m 3.30 SF011
324 exceeding 2,000 mm² but not exceeding 4,000 mm² in sectional area.
m 4.80 SF012
Boarding in shelving, partitions, panellings, etcscrewed on:
325 19mm thick. m² 33.20 SF013
326 25mm thick. m² 40.00 SF014
327 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 91.50 SF205
328 95mm high timber skirting comprising of 95mm wide x1200mm long x 12mm thick timber strips includingsanding and polishing to approval and painting surfaceswith 3 coats varnish as specified.
m 13.50 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):
329 Single-leaf door Type DT2A, D1/D1A or ST1 for opening of 1000 x 2190mm height.
no 334.80 SF096
330 Double leaf door Type DT2B or ST2 for opening of 1500 x 2190mm height.
no 456.50 SF094
Page 46 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
38mm thick single-leaf semi-cored timber flush doorwith 6mm thick plywood lining on both faces asspecified (door frame, calcium silicate panel andironmongery measured separately):
331 Type DT1B/DF1B for opening 450 x 2190mm height. no 138.10 SF164
332 Type DT1C/DF1C for opening 500 x 2190mm height. no 139.80 SF165
333 Type DT1E/DF1E for opening 650 x 2190mm height. no 156.50 SF167
334 Type DT1F/DF1F for opening 750 x 2190mm height. no 166.30 SF168
335 Type DT1G/DF1G for opening 850 x 2190mm height. no 183.00 SF169
336 Type HT/1 or HTF/1 for opening of 380 x 2190mm height.
no 135.80 SF192
337 Type HT/2 or HTF/2 for opening of 530 x 2190mm height.
no 147.90 SF193
338 Type HT/3 or HTF/3 for opening of 780 x 2190mm height.
no 156.50 SF194
339 Type HT/4 or HTF/4 for opening of 880 x 2190mm height.
no 162.30 SF195
38mm thick single-leaf semi-cored timber flush doorwith fixed timber louvres on top and 6mm thickplywood lining on both faces as specified (doorframe, calcium silicate panel and ironmongerymeasured separately):
340 Type DL1C/DFL1C for opening 500 x 2190mm height.
no 164.30 SF175
341 Type DL1E/DFL1E for opening 650 x 2190mm height. no 182.70 SF177
342 Type DL1F/DFL1F for opening 750 x 2190mm height. no 193.20 SF178
343 Type DL1G/DFL1G for opening 850 x 2190mm height.
no 202.20 SF179
Page 47 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
344 12mm thick calcium silicate fixed panel to top of doorcomplete with supporting frames as specified.
m² 44.70 SF187
345 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 362.80 SF212
346 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 250.50 SF211
347 38mm thick semi-solid timber toilet door Type DB1 with0.8mm thick high pressure plastic laminated on bothsides as specified to opening size 1025x2190mm (doorframe and ironmongery measured separately)
no 363.50 SF217
348 38mm thick single-leaf solid timber bedroom door TypeDM2A, DM2B and DM2C with approved veneeredplywood facing and decorative inlays on both sidescomplete with varnish as specified to opening size of975x2190mm height (door frame and ironmongerymeasured separately).
no 386.50 SF214
349 38mm thick single-leaf semi-solid timber bedroom doorType DM2D, DM2E and DM2F with approved veneeredplywood facing and decorative inlays on both sidescomplete with varnish as specified to opening size of975x2190mm height (door frame and ironmongerymeasured separately).
no 419.30 SF218
350 45mm thick double-leaf solid timber main entrance doorType DM1, DM2 and DM3 with approved veneeredplywood facing and decorative inlays on both sides andcomplete with mild steel door frame, varnish, approvedironmongery as specifed to opening size of1200x2190mm height.
no 927.20 SF216
351 45mm thick double-leaf half-hour fire-rated solid timbermain entrance door Type FDM1, FDM2 and FDM3 withapproved veneered plywood facing and decorative inlayson both sides and complete with mild steel door frame,varnish, approved ironmongery as specifed to openingsize of 1200x2190mm height.
no 995.70 SF215
Page 48 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
45mm thick double-leaf half-hour fire rated timbersurface finished composite door complete with 100 x63mm timber door frame, all necessary ironmongeryand accessories as specified:
352 Type FDT2F for opening of 1500 x 2190mm height. no 738.50 SF089
353 Type FST2 for opening of 1500 x 2190mm height. no 743.80 SF202
354 Type FDT1 for opening of 1200 x 2190mm height. no 683.80 SF213
45mm thick single-leaf half-hour fire rated timbersurface finished composite door complete with 100 x63mm timber door frame, all necessary ironmongeryand accessories as specified (fire-rated removablepanel measured separately) :
355 Type FDT1B/FDF1B for opening of 450 x 2190mm height.
no 363.70 SF145
356 Type FDT1C/FDF1C for opening of 500 x 2190mm height.
no 372.90 SF146
357 Type FDT1E/FDF1E for opening of 650 x 2190mm height.
no 386.70 SF148
358 Type FDT1F/FDF1F for opening of 750 x 2190mm height.
no 393.60 SF149
359 Type FDT1G/FDF1G for opening of 850 x 2190mm height.
no 405.10 SF150
360 Type FDT2H for opening of 1000 x 2190mm height. no 485.60 SF091
361 Type FST1 for opening of 1000 x 2190mm height. no 533.50 SF201
362 Type FDT2J for opening of 1000 x 2190mm height with clear glass observation panel size 150 x 300mm.
no 482.30 SF092
363 45mm thick half-hour fire rated removal timber panel with3mm thick plywood finish on both sides and completewith 100x63mm thick timber frame to service duct abovedoor panel.
m² 225.40 SF207
Page 49 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
CARPENTRY AND JOINERY (CONT'D)
Approved waterproofed plywood in panels forshelves, partitions and the like:
364 6mm thick . m² 12.40 SF033
365 9mm thick . m² 14.60 SF034
366 12mm thick. m² 15.80 SF035
367 18mm thick. m² 19.30 SF036
368 25mm thick. m² 24.30 SF037
Approved laminated plastic sheets ('standard'quality) fixed to timber surfaces with approvedadhesive compound including the preparation ofsurfaces:
369 1.3mm thick. m² 31.30 SF039
370 0.8mm thick. m² 24.00 SF040
371 12mm thick clear perspex sheet including preparation ofsurfaces.
m² 101.60 SF041
Page 50 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY
Brass lever action flush bolt in satin finish:
372 200 x 20mm wide. no 8.30 SG091
373 300 x 20mm wide. no 9.80 SG092
Stainless steel shoot bolt:
374 90 x 27mm barrel/square shoot bolt. no 6.40 SG013
375 240 x 27mm barrel/square shoot bolt. no 6.90 SG014
Stainless steel lever action flush bolt:
376 225 x 25mm wide. no 8.30 SG072
377 150 x 25mm wide. no 8.00 SG073
Stainless steel lever action box type flush bolt insatin finish:
378 200 x 20mm wide. no 8.30 SG123
379 300 x 20mm wide. no 9.40 SG124
Stainless steel butt hinges (grade 304):
380 100 x 70 x 1.5/1.7/1.8mm (±0.2mm) thick. no 4.00 SG141
381 102 x 76 x 2.0mm thick. no 4.00 SG075
382 102 x 76 x 3mm thick satin finished solid brass hingeswith flat button tip and ball bearing.
no 7.40 SG090
383 Nickel plated cabinet spring hinge. no 1.50 SG137
Cabin hook and eye:
384 80mm brass. no 8.20 SG080
385 100mm stainless steel. no 7.90 SG041
4mm thick stainless steel plate locking eyes for:
386 Single leaf door. set 17.80 SG096
387 Double leaf door. set 19.00 SG093
Page 51 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
388 95mm stainless steel bow handle. no 5.70 SG079
389 18mm diameter (min) x approximate length 225mmstainless steel pull handle Tiki PH-20/BB/225SS.
no 16.00 SG110
390 300 x 150 x 1.2mm thick stainless steel push plate. no 34.40 SG111
391 150mm Stout hasp and staple. no 20.60 SG078
392 Aluminium die cast single panic bolt with extrudedaluminium guides in silver colour finish Accord 376 forsingle door complete with cylinder panic lock.
no 238.60 SG116
393 Solid brass magnetic door holder. no 9.10 SG136
394 Antique brass finish door viewer. no 7.20 SG040
395 Slim line door closer with cushioned back checking actionas specified
no 67.20 SG142
396 Rebated 5 pin double cylinder mortice lockset completewith brass chromium plated/stainless steel handle asspecified
no 77.50 SG143
Page 52 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
397 Rebated 5 pin single cylinder antique brass mortice leveron backplate lockset complete with thumb turn and solidbrass lever handles on both sides for entrance door asspecified
no 143.50 SG144
398 Cylinder mortice night latch with chromium plated finishincluding the provision of keys as specified
no 84.80 SG145
399 Antique brass finish lever handle lockset with 5-pin singlecylinder and thumb turn (key on outside and thumb turnon inside) with lver handles on both sides for bedroomdoor as specified
no 72.70 SG150
400 Antique brass finish lever handle lockset with emergencyrelease on outside and thumb turn on inside with leverhandles on bothsides for bathroom door as specified
no 68.50 SG151
401 Antique brass finish 5 pin tumbler single cylinder knobset(with key on the outside and push button on the inside)for bedroom door as specified.
no 22.10 SG139
402 Antique brass finish privacy knobset with emergencyrelease on the outside and push button on the inside forbathroom door as specified.
no 20.70 SG138
403 Privacy knobset with emergency release as specified: no 22.70 SG146
404 Cylinder deadlock as specified: no 119.60 SG147
Page 53 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
IRONMONGERY (CONT'D)
Padlock under master key as specified:
405 Union 3104-50mm. no 15.50 SG061
406 Union 3142. no 31.10 SG062
407 Union 3122/2 PL. no 16.60 SG106
408 Yale 110.30. no 11.60 SG063
409 Yale 110.50. no 17.90 SG105
410 Yale 110.60. no 22.50 SG064
411 Abloy 330C/25. no 32.10 SG065
412 Abloy 320C/20 no 32.10 SG127
413 Abloy 330C/25 under key alike series no 45.00 SG095
414 Stainless steel cup handle as specified no 14.60 SG148
415 Stainless steel cup handle passage latch with cuphandles on both sides as specified
no 37.60 SG149
416 Brass rebated part for lockset. no 10.40 SG094
Page 54 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK
Galvanised steel Class 'A' pipe bent to shape andfixed as rails including necessary bends, tees, etcwelded (masonry work measured separately):
417 50mm diameter. m 14.30 SH469
418 40mm diameter. m 11.60 SH470
419 30mm diameter. m 10.20 SH471
420 20mm diameter. m 7.10 SH472
421 Galvanised wrought iron holdfast 25x230x3mm, one endscrewed to door or window frames and the other endfishtailed and built into joints of brick or block walls, orcast into reinforced concrete walls/columns.
no 1.20 SH410
422 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x9mm thick flats as framing, 65x9mmthick intermediate flats spaced at 30mm centres restingon 12mm diameter rods at 85mm centres and supportingon 75x75x9.4mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 679.60 SH475
423 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x9mm thick flats as framing, 50x9mmthick intermediate flats spaced at 30mm centres restingon 10mm diameter rods at 75mm centres and supportingon 75x75x9.4mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 617.50 SH590
424 Heavy duty hot-dipped galvanised steel gratingcomprising of 65x10mm thick flats as framing, 55x10mmthick intermediate flats at 30mm centres resting on 10mmdiameter bars at 75mm centres and supporting on75x60x8mm thick angle frame anchored to concretestructure with mild steel fish tail.
m² 572.70 SH714
425 300mm wide hot dipped galvanised steel grating overapron drain comprising of 50x8mm thick galvanised steelflats as framing infilled with 10 nos 25x6mm thickgalvanised steel flats resting on 25x6mm thick galvanisedsteel flat supports at 200mm centres as specified.
m 64.80 SH658
Page 55 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
426 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 52.60 SH659
427 300x600mm hot-dipped galvanised hinged gratingcomplete with 3mm thick galvanised mild steel chequeredplate over reinforced concrete apron drain as specified.
no 53.30 SH568
428 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 4,174.50 SH411
429 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
430 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 99.10 SH707
431 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 72.90 SH708
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
432 Galvanised steel grille panel comprising of 50x50x6mmthick hollow section framings filled in with 19x10x1.2mmthick hollow section members welded to the frame andpanel fixed to wall with 25x25x2.2mm thick hollow sectionsupports.
m² 67.30 SH587
433 Mild steel Grade 43A to BS 4360 for flats, angles, tees,channels, hollow sections, square sections, rivets andbolts, etc. of any size fabricated and fixed includingwelding or bolting, and painting with one coat of lead andchromate-free primer (for structural steel work only).
kg 4.20 SH018
434 Mild steel flats, angles, tees, channels, rivets and bolts,etc. of any size fabricated and fixed including welding orbolting (for non-structural steel work only).
kg 3.70 SH019
435 Extra over mild steel rods, flats, angles, tees, channels,hollow sections, rivets, bolts, etc for galvanising in lieu ofpainting one coat of lead and chromate-free primer.
kg 0.60 SH670
436 Extra over mild steel rods, flats, angles, tees, channels,hollow sections, rivets, bolts, etc for galvanising.
kg 0.80 SH584
437 13mm diameter mild steel fan hook to concrete surface ofceiling.
no 4.10 SH022
438 Ramset Nail No.2330 or equal and approved includinguse of gun and explosive charges.
no 0.40 SH023
439 Mild steel blast door BD4 for household shelter completewith mild steel door frames, hinges, locking device,stainless steel handles ventilation sleeve and plate units,etc including approved primer as specified.
no 805.00 SH671
440 Wrought iron steel gate Type MG1, MG2 and MG3 fixedto metal door frame of entrance door of opening size1200x2190mm height complete with approvedironmongery, wrought iron house number plate andpainting as specified.
no 569.30 SH715
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Mild steel door frame fixed into door openings inaccordance with Board's Standard Drawingsincluding one coat of approved primer and allnecessary fittings and hinges, all as specified:
441 90 x 45 x 1.6mm thick jamb to opening size 900mm width x 2190mm height.
no 62.70 SH062
442 130 x 45 x 1.6mm thick jamb to opening size 900mm width x 2190mm height.
no 65.80 SH073
443 145 x 60 x 1.6mm thick jamb to opening size 1200mm width x 2190mm height.
no 80.40 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:
444 1.20m high. m 32.40 SH009
445 1.50m high. m 36.50 SH011
446 1.80m high. m 42.20 SH013
447 2.10m high. m 47.00 SH015
448 2.40m high. m 56.90 SH017
449 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
450 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
451 3mm thick aluminium chequered plate cover to bulkmeter sump complete with stainless steel handle, hingesand welded to and including galvanised steel frames.
m2 188.10 SH709
Page 58 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Natural anodised aluminium door comprising of 97 x42 x 2.3mm thick natural anodised aluminium top railand stiles, and 120x42x2.3mm thick middle andbottom rails filled in with 2.3mm thick naturalanodised aluminium louvres complete with 2.3mmthick galvanised steel door frame and all necessaryironmongery and accessories as specified:
452 Single leaf door Type DT5 for opening of 900 x 2190mm height.
no 1,100.60 SH420
453 Double-leaf door Type D7A for opening of 1500 x 2190mm height.
no 1,627.30 SH479
Natural anodised aluminium door comprising of 40 x30 x 3mm thick aluminium stiles, top, bottom andintermediate rails covered with 2mm thick aluminiumflat sheet on both faces and fill in with rockwool(density: 60kg/m³) complete with 2.3mm thickgalvanised steel door frame and all ironmongery andaccessories as specified:
454 Single-leaf door Type DT2G for opening of 1000 x 2190mm height.
no 1,174.20 SH599
455 Single-leaf door Type DT2J for opening of 1000 x 2190mm height with panic hardware.
no 1,168.20 SH604
456 Double-leaf door Type DT2E for opening of 1500 x 2190mm height.
no 1,740.00 SH597
Natural anodised aluminium door comprising of 100x 42 x 2.3mm thick aluminium stiles, top, bottom andintermediate rails covered with 2mm thick aluminiumflat sheet on both faces complete with 2.3mm thickgalvanised steel door frame and all ironmongery andaccessories as specified:
457 Single-leaf door Type STM1 for opening of 1000 x 2190mm height.
no 1,649.10 SH681
458 Double-leaf door Type STM2 for opening of 1500 x 2190mm height.
no 2,610.10 SH682
Page 59 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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 galvanised steel door frame and allironmongery and accessories as specified:
459 Single leaf door Type DT6 for opening of 1000 x 2190mm height.
no 1,258.60 SH600
460 Double-leaf door Type DT6B for opening of 1500 x 2190mm height.
no 1,832.40 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:
461 Double-leaf door Type ALD/1 for opening of 2700 x 2700mm height.
no 2,789.90 SH574
462 Double-leaf door Type ALD/2 for opening of 1800 x 2900mm height.
no 2,242.50 SH579
Heavy duty natural anodised aluminium flush doorfor ESS complete with 2mm thick aluminium doorframe including ironmongery all as specified:
463 Single-leaf door Type AFD/3 for opening of 900 x 1500mm height.
no 949.90 SH711
464 Double-leaf door Type AFD/4 for opening of 1800 x 1500mm height.
no 1,875.70 SH712
465 Single-leaf door Type AFD/5 for opening of 900 x 2200mm height.
no 1,207.50 SH713
Bronze anodised aluminium louvred vent at serviceduct complete with frame filled in with 2.3mm thickextruded aluminium louvred blades for:
466 Opening size 615 x 400mm height. no 111.60 SH605
467 Opening size 310 x 900mm height. no 138.00 SH606
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
468 Three-way natural anodised aluminium letter box with anti-junk mail device in accordance with Board's StandardDrawings including master doors, locks and keys andengraving with house numbers, block numbers and streetname to top frame of letter box (masonry work measuredseparately).
no 80.50 SH717
469 Block number numeral size 500mm high x 35mm deepmade to profile, with 1.5mm thick bronze anodisedaluminium sheet and fixed to wall with aluminiumextruded sections as specified.
no 44.30 SH559
Anodised aluminium motorised roller shutter (withventilation holes) with channel guide, shutter motor,angle bolts, bottom rail, auto-stop safety device,push-button switches in weatherproof control boxwith utility lock and all necessary components inaccordance with Manufacturer's instructions:
470 Approximate size 3400mm wide (min) x 3800mm height to underside of motor casing for centralised refuse chamber comprising of 1.6mm thick extruded aluminium curtain interlocking slats.
no 3,910.00 SH412
471 Approximate size 2100mm wide (min) x 2100mm height to underside of motor casing for utilities centre comprising of 1.6mm thick extruded aluminium curtain interlocking slats.
no 1,012.00 SH607
472 Aluminium alloy inspection door overall size 550 x800mm comprising of 1.2mm thick aluminium sheets toboth faces supported with aluminium "C" channelbracings complete with aluminium frames, 100mmstainless steel butt hinges and cam lock tomanufacturer's details.
no 382.80 SH414
Page 61 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
473 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 588.10 SH413
474 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 95.40 SH586
475 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 562.20 SH129
476 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 938.20 SH130
477 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 182.40 SH131
478 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 385.50 SH132
479 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 386.40 SH677
Page 62 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
480 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 357.70 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):
481 Top hung casement window. m² 450.80 SH673
482 Top and side hung casement windows. m² 368.00 SH674
483 2-track sliding window with top hung casement. m² 289.80 SH675
484 3-track sliding window with top hung casement. m² 288.70 SH676
485 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 172.50 SH680
486 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 427.80 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):
487 Top hung casement window. m² 466.90 SH665
488 Top and side hung casement windows. m² 373.80 SH666
489 2-track sliding window with top hung casement. m² 294.40 SH667
490 3-track sliding window with top hung casement. m² 293.30 SH668
491 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 204.70 SH686
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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:
492 200/220 x 25mm services duct signage. no 7.10 SH480
493 300 x 300mm 'No Smoking' sign plate. no 20.10 SH582
494 700mm to 1000mm long x 120mm high sign plates for services rooms.
no 29.00 SH468
495 700mm to 1000mm long x 120mm high warning sign plate for consumer switch room.
no 29.00 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 :
496 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 18.70 SH660
497 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 18.70 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:
498 450 x 250mm. no 27.20 SH704
499 450 x 450mm. no 52.10 SH591
500 600 x 250mm. no 35.70 SH705
501 600 x 450mm. no 57.30 SH592
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
502 Height limit signboard comprising of 600 x 600 x 2mmthick aluminium plate with approved Engineer's gradereflective sheets and letterings on one face mounted onand including 50 x 50 x 6mm thick mild steel hollowsection with base plate set in concrete (1:2:4) foundationand all necessary excavation as specified.
no 125.20 SH593
503 External clothes drying racks consist of stainless steelclothes drying racks extrusion with 3 nos of fixed stainlesssteel poles, bend sections and all necessary componentsfixed to structure as specified,
set 621.00 SH112
504 Internal retractable clothes drying racks consist ofstainless steel poles (for wall mounted) or aluminiumextrusion poles (for ceiling mounted); brackets, links,fasteners and all necessary components fixed to structure as specified.
set 432.10 SH113
505 Complete set of clothes drying racks at recess areacomprising of 2 nos aluminium racks and stainless steelrailings of approximate size 2800 x 1250mm height asspecified.
set 948.80 SH571
506 Stainless steel eyes for flag display complete with Hiltiapproved nylon anchors including drilling and preparationof surface as specified.
no 0.80 SH116
2mm thick grade 304 hair-line finish stainless steelplate signage with letterings and graphics engraved,all as specified:
507 200 x 200mm signage for central refuse chute. no 18.70 SH416
508 300 x 300mm plaque at 1st storey lift entrance. no 27.50 SH417
509 Foot-operated grade 304 stainless steel refuse chutehopper to centralised refuse chute complete with allnecessary fixing accessories as specified.
no 862.50 SH476
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Stainless steel pipe for railing purposes including allnecessary cutting, welding, polishing, bending toshape and fixing on site.
510 19.1mm diameter x 1.0mm thick. m 19.10 SH687
511 19.1mm diameter x 1.2mm thick. m 20.70 SH688
512 25.4mm diameter x 1.0mm thick. m 23.70 SH689
513 25.4mm diameter x 1.5mm thick. m 25.00 SH690
514 31.8mm diameter x 1.5mm thick. m 30.60 SH691
515 31.8mm diameter x 2.0mm thick. m 34.50 SH692
516 38.1mm diameter x 1.5mm thick. m 36.80 SH693
517 38.1mm diameter x 2.0mm thick. m 40.20 SH694
518 50.8mm diameter x 1.5mm thick. m 45.10 SH695
519 50.8mm diameter x 2.0mm thick. m 51.10 SH696
Stainless steel square tube for railing purposesincluding all necessary cutting, welding, polishing,bending to shape and fixing on site.
520 19.1mm x 19.1mm x 1.2mm thick. m 23.00 SH697
521 25.4mm x 25.4mm x 1.5mm thick. m 30.10 SH698
522 31.8mm x 31.8mm x 1.5mm thick. m 35.80 SH699
523 38.1mm x 38.1mm x 1.5mm thick. m 42.20 SH700
524 40.0mm x 40.0mm x 2.0mm thick. m 46.50 SH701
525 50.8mm x 50.8mm x 2.0mm thick. m 60.10 SH702
526 Stainless steel flats, angles, plates, channels, bolts, etcincluding cutting, welding, polishing and fixing on sitecomplete with other fixing accessories.
kg 17.10 SH703
Page 66 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised heavy duty expansion anchor boltincluding stud anchor, nut and washer :
527 8mm anchor diameter x 95mm long (Hilti HSL 3M8/20).
no 10.70 SH346
528 8mm anchor diameter x 115mm long (Hilti HSL 3M8/40).
no 11.80 SH347
529 10mm anchor diameter x 107mm long (Hilti HSL 3M10/20).
no 12.70 SH348
530 12mm anchor diameter x 120mm long (Hilti HSL 3M12/25).
no 17.50 SH349
531 12mm anchor diameter x 145mm long (Hilti HSL 3M12/50).
no 19.40 SH350
532 20mm anchor diameter x 183mm long (Hilti HSL 3M20/30).
no 46.60 SH351
533 24mm anchor diameter x 205mm long (Hilti HSL 3M24/30).
no 56.30 SH352
534 M10 x 108mm length (Ramset SA10108). no 9.90 SH353
535 M10 x 128mm length (Ramset SA10128). no 10.20 SH354
536 M12 x 98mm length (Ramset SA12098). no 10.90 SH355
537 M12 x 124mm length (Ramset SA12124). no 11.70 SH356
538 M12 x 153mm length (Ramset SA12153). no 12.00 SH357
539 M16 x 149mm length (Ramset SA16149). no 14.00 SH358
540 M16 x 167mm length (Ramset SA16167). no 16.70 SH359
541 M20 x 189mm length (Ramset SA20189). no 24.20 SH360
542 M20 x 219mm length (Ramset SA20219). no 25.20 SH361
543 M24 x 197mm length (Ramset SA24197). no 40.70 SH362
544 M24 x 236mm length (Ramset SA24236). no 42.80 SH363
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised medium duty expansion anchor boltincluding stud anchor, nut and washer :
545 6mm anchor diameter x 65mm long (Hilti HSA M6x65).
no 1.80 SH365
546 6mm anchor diameter x 100mm long (Hilti HSA M6x100).
no 3.00 SH366
547 8mm anchor diameter x 75mm long (Hilti HSA M8x75).
no 3.10 SH367
548 8mm anchor diameter x 115mm long (Hilti HSA M8x115).
no 3.30 SH368
549 10mm anchor diameter x 90mm long (Hilti HSA M10x90).
no 3.60 SH369
550 10mm anchor diameter x 120mm long (Hilti HSA M10x120).
no 4.20 SH370
551 12mm anchor diameter x 110mm long (Hilti HSA M12x110).
no 4.70 SH371
552 12mm anchor diameter x 180mm long (Hilti HSA M12x180).
no 6.80 SH372
553 16mm anchor diameter x 145mm long (Hilti HSA M16x145).
no 6.90 SH373
554 20mm anchor diameter x 170mm long (Hilti HSA M20x170).
no 10.90 SH374
555 6mm anchor diameter x 45mm long (Ramset Trubolt T6045).
no 1.30 SH375
556 6mm anchor diameter x 55mm long (Ramset Trubolt T6055).
no 1.50 SH376
557 6mm anchor diameter x 85mm long (Ramset Trubolt T6085).
no 2.70 SH377
558 8mm anchor diameter x 50mm long (Ramset Trubolt T8050).
no 1.70 SH378
559 8mm anchor diameter x 65mm long (Ramset Trubolt T8065).
no 1.50 SH379
Page 68 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Galvanised medium duty expansion anchor boltincluding stud anchor, nut and washer (Cont'd):
560 8mm anchor diameter x 90mm long (Ramset Trubolt T8090).
no 2.60 SH380
561 8mm anchor diameter x 130mm long (Ramset Trubolt T8130).
no 3.00 SH381
562 10mm anchor diameter x 60mm long (Ramset Trubolt T10060).
no 1.70 SH382
563 10mm anchor diameter x 75mm long (Ramset Trubolt T10075).
no 1.70 SH383
564 10mm anchor diameter x 90mm long (Ramset Trubolt T10090).
no 2.80 SH384
565 10mm anchor diameter x 120mm long (Ramset Trubolt T10120).
no 3.40 SH385
566 12mm anchor diameter x 80mm long (Ramset Trubolt T12080).
no 3.10 SH386
567 12mm anchor diameter x 100mm long (Ramset Trubolt T12100).
no 3.20 SH387
568 12mm anchor diameter x 140mm long (Ramset Trubolt T12140).
no 3.80 SH388
569 16mm anchor diameter x 100mm long (Ramset Trubolt T16100).
no 4.20 SH389
570 16mm anchor diameter x 125mm long (Ramset Trubolt T16125).
no 4.60 SH390
571 16mm anchor diameter x 175mm long (Ramset Trubolt T16175).
no 6.00 SH391
572 20mm anchor diameter x 120mm long (Ramset Trubolt T20120).
no 7.30 SH394
573 20mm anchor diameter x 160mm long (Ramset Trubolt T20160).
no 9.90 SH396
574 20mm anchor diameter x 215mm long (Ramset Trubolt T20215).
no 14.40 SH398
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
STRUCTURAL STEELWORK & METALWORK (CONT'D)
Chemical Adhesive Galvanised stud anchor includinganchor rod, nut and washer :
575 8mm anchor diameter x 110mm long with chemical capsules (Ramset M8110/CHEM8).
no 4.40 SH399
576 10mm anchor diameter x 130mm long with chemical capsules (Ramset M10130/CHEM10).
no 5.20 SH400
577 12mm anchor diameter x 160mm long with chemical capsules (Ramset M12160/CHEM12).
no 6.20 SH401
578 16mm anchor diameter x 190mm long with chemical capsules (Ramset M16190/CHEM16).
no 8.20 SH402
579 24mm anchor diameter x 300mm long with chemical capsules (Ramset M24300/CHEM24).
no 18.00 SH403
580 8mm anchor diameter x 80mm long with adhesive cartridge (Hilti HAS M8 + HVU).
no 9.00 SH404
581 10mm anchor diameter x 90mm long with adhesive cartridge (Hilti HAS M10 + HVU).
no 10.80 SH405
582 12mm anchor diameter x 110mm long with adhesive cartridge (Hilti HAS M12 + HVU).
no 12.60 SH406
583 16mm anchor diameter x 125mm long with adhesive cartridge (Hilti HAS M16 + HVU).
no 17.60 SH407
584 20mm anchor diameter x 170mm long with adhesive cartridge (Hilti HAS M20 + HVU).
no 25.40 SH408
585 24mm anchor diameter x 210mm long with adhesive cartridge (Hilti HAS M24 + HVU).
no 32.50 SH409
Chemical Capsule all to manufacturer's instructions:
586 Hilti HVU M8. no 5.80 SH553
587 Hilti HVU M10. no 6.90 SH554
588 Hilti HVU M12. no 7.70 SH555
589 Hilti HVU M16. no 10.20 SH556
590 Hilti HVU M20. no 12.90 SH557
591 Hilti HVU M24. no 14.40 SH558
Page 70 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
WALL AND CEILING FINISHES
592 Hack existing concrete surface to form keys and washand clean to receive finishes.
m² 2.40 SI001
Skim coat of approved skimming materials appliedfrom within the building:
593 To wall. m² 4.20 SI002
594 To ceiling. m² 4.50 SI004
Skim coat of approved skimming materials appliedfrom the external face of the building:
595 To wall. m² 4.90 SI003
596 To sides and soffit of beam and slab. m² 5.20 SI005
597 Skim coating to external RC surfaces in two coats to amaximum total thickness of 6mm using approvedskimming materials as specified.
m² 11.80 SI035
598 Two coats of polymer compound and cement (1:2)mixture (total thickness 2.5mm) to concrete blockwall.
m² 4.50 SI029
599 18mm thk plastering with approved PREPACKEDMORTAR MIX to RC surfaces, brickwalls and blockwallsetc., applied from within the building as specified.
m² 15.50 SI037
600 18mm thk plastering with approved PREPACKEDMORTAR MIX to RC surfaces, brickwalls and blockwallsetc., applied from the external face of the building asspecified.
m² 17.80 SI038
601 Extra over plastering for forming 20 x 15mm deep groovelines to walls, columns, beams, etc as specified.
m 2.30 SI032
602 Pattern coloured glazed wall tiles size (200 to 300)mm x(200 to 300)mm x 7mm thick of approved colours,patterns and texture to walls including prepacked mortarscreed as specified.
m² 36.50 SI039
603 Extra over pattern coloured glazed wall tiles for layingone course of Listello tiles size 198 x 65mm high.
m 9.10 SI036
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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:
604 200 x 200 x 8mm thick (nominal size). m² 39.10 SI033
605 Polished homogeneous ceramic tiles of approvedcolours, patterns and textures (nominal size 300 x 300 x9mm) to wall surface including prepacked mortar screedas specified.
m² 54.80 SI034
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION
UPVC pipe for rainwater fixed to wall with collarbrackets as specified:
606 200mm diameter. m 21.90 SJ324
Extra over UPVC rainwater downpipe for fittings:
607 200mm diameter connector piece. no 34.90 SJ329
608 200 x 50mm diameter junction. no 35.00 SJ387
609 200mm diameter x 275 x 120mm adaptor. no 115.40 SJ326
UPVC fittings for rainwater downpipe :
610 120 x 275mm rectangular elbow. no 117.90 SJ327
611 Rectangular 'Y' branch junction. no 131.90 SJ328
UPVC pipe for rainwater outlet embedded in concretefloor (concrete measured separately):
612 200 x 80 x 5mm thick rectangular pipe. m 27.10 SJ331
613 275 x 120 x 5mm thick rectangular pipe. m 32.10 SJ330
614 UPVC screw-down domical grating to top of 200mmdiameter pipe complete with 240 x 240mm square body.
no 44.50 SJ325
UPVC pipe for underground sewer with flexible jointslaid on concrete bed in trench (trench and concretebed measured separately) :
615 100mm diameter. m 9.60 SJ390
616 150mm diameter. m 13.30 SJ391
617 200mm diameter. m 23.70 SJ392
Extra over UPVC sewer pipe for fittings:
618 100mm diameter bend (all angles). no 5.20 SJ393
Page 73 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Extra over UPVC sewer pipe for fittings (Cont'd):
619 100mm diameter Y-junction. no 12.10 SJ394
620 150mm diameter bend (all angles). no 9.70 SJ395
621 150mm diameter Y-junction. no 21.00 SJ396
622 200mm diameter bend (all angles). no 47.90 SJ397
623 200mm diameter Y-junction. no 38.50 SJ398
UPVC pipe Class D for soil, waste, ventilation,discharge stacks and down pipes fixed to wall orceiling with collar brackets :
624 80mm diameter. m 13.60 SJ428
625 100mm diameter. m 17.80 SJ399
626 150mm diameter. m 27.60 SJ400
UPVC pipe for soil, waste,ventilation, dischargestacks and down pipes fixed to wall or ceiling withcollar brackets :
627 32mm diameter. m 5.70 SJ401
628 50mm diameter. m 6.70 SJ402
629 80mm diameter. m 9.40 SJ403
630 100mm diameter. m 11.60 SJ404
631 150mm diameter. m 15.40 SJ405
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings:
632 32mm diameter bend (all angles). no 3.70 SJ406
633 50mm diameter bend (all angles) - with double-locking device.
no 3.70 SJ407
634 80mm diameter bend (all angles) - with double-locking device.
no 6.20 SJ408
635 80mm x 50mm diameter junction. no 8.30 SJ409
Page 74 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings (cont'd) :
636 100mm diameter bend (all angles) - with double-locking device.
no 5.40 SJ410
637 100mm diameter single junction - with double-locking device.
no 8.40 SJ411
638 100mm diameter double junction. no 15.20 SJ412
639 100mm x 50mm diameter single junction - with double-locking device.
no 8.60 SJ413
640 100mm x 50mm diameter double junction - with double-locking device.
no 15.80 SJ414
641 100mm x 80mm diameter single junction. no 9.00 SJ415
642 100mm x 80mm diameter double junction. no 15.80 SJ416
643 150mm diameter bend (all angles). no 9.90 SJ417
644 150mm diameter single junction. no 22.70 SJ418
UPVC fittings for soil, waste, ventilation, dischargestacks and down pipes :
645 80mm diameter adaptor. no 5.60 SJ422
646 100mm diameter adaptor. no 7.00 SJ423
647 150mm diameter adaptor. no 7.80 SJ424
Extra over UPVC soil, waste, ventilation, dischargestacks and down pipes for fittings Class D :
648 100mm x 80mm diameter level invert taper. no 6.20 SJ425
649 150mm x 100mm diameter level invert taper. no 6.40 SJ426
UPVC end cap to waste pipe :
650 50mm diameter. no 3.40 SJ296
651 100mm diameter. no 4.70 SJ295
652 150mm diameter. no 6.80 SJ294
Page 75 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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:
653 With dome-shaped screw-in grating cover. no 6.70 SJ271
654 With flat round screw-in grating cover. no 6.90 SJ333
UPVC downspout outlet with dome-shaped screw-ingrating complete with all necessary accessories andsetting in cement mortar as specified:
655 With 150 x 150mm square base to 80mm diameter pipe.
no 12.10 SJ231
656 With 200 x 200mm square base to 100mm diameter pipe.
no 20.10 SJ232
657 With 230 x 230mm square base to 150mm diameter pipe.
no 22.30 SJ320
UPVC waste outlet with flat round screw-in gratingtop complete with all necessary accessories andsetting in cement mortar as specified:
658 With 150 x 150mm square base to 80mm diameter pipe.
no 13.00 SJ321
659 With 200 x 200mm square base to 100mm diameter pipe.
no 19.40 SJ322
660 With 230 x 230mm square base to 150mm diameter pipe.
no 28.50 SJ323
661 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 81.10 SJ265
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
662 100mm diameter UPVC floor waste complete with hopperand 150 x 150mm UPVC grating with screw-in roundgrating cover and filter including jointing to waste pipeand encasing in concrete.
no 55.50 SJ268
663 Anti-mosquito device to floor and gully traps as specified. no 2.20 SJ368
100mm diameter UPVC floor trap complete with 150 x150mm UPVC hinged grating with round gratingcover including jointing to waste pipe:
664 'S' trap - with double-locking device. no 19.00 SJ264
665 'P' trap - with double-locking device. no 18.00 SJ349
UPVC socket sleeve to reinforced concrete flooropening:
666 100mm diameter. no 4.70 SJ344
667 80mm diameter. no 8.90 SJ507
668 50mm diameter. no 2.50 SJ346
UPVC vent cowl to top of pipe as specified:
669 100mm diameter. no 2.20 SJ229
670 150mm diameter. no 4.40 SJ230
Ductile iron pipe with cement lining laid on concretebed in trench (trench and concrete bed measuredseparately):
671 80mm diameter. m 41.40 SJ033
672 100mm diameter. m 42.10 SJ034
673 150mm diameter. m 54.70 SJ035
Extra over ductile iron pipe for:
674 80mm diameter bend (all angles). no 15.70 SJ036
675 100mm diameter bend (all angles). no 26.90 SJ037
676 150mm diameter bend (all angles). no 48.50 SJ038
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
677 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 346.40 SJ027
678 28mm diameter stainless steel overflow warningconnecting pipe 400mm long welded with and includingstainless steel collar at mid-length and cast in reinforcedconcrete structure.
set 92.80 SJ028
679 15mm diameter stainless steel flexible connecting pipe400mm long welded with and including stainless steelcollar at mid-length and cast in reinforced concretestructure.
set 6.60 SJ261
Grade 30 concrete bed and haunching to drain pipecomplete with 40mm thick lean concrete and allnecessary formwork (drain pipes measuredseparately):
680 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with A10 WSF reinforcement.
m 43.40 SJ347
681 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with B10 WSF reinforcement.
m 44.60 SJ334
682 400mm wide x overall 400mm thick to 100mm diameter pipe reinforced with B10 WSF reinforcement and 2 nos T13 reinforcement bars.
m 47.70 SJ029
683 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with A10 WSF reinforcement.
m 51.20 SJ348
684 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with B10 WSF reinforcement.
m 52.50 SJ335
685 450mm wide x overall 450mm thick to 150mm diameter pipe reinforced with B10 WSF reinforcement and 2 nos T13 reinforcement bars.
m 55.60 SJ030
686 500mm wide x overall 500mm thick to 200mm diameter pipe reinforced with A10 WSF reinforcement.
m 59.00 SJ386
Page 78 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Reinforced Concrete Grade 30 inspectionchamber/sump comprising of 150mm thick walls andbottom slab, 200mm thick top slab includingnecessary reinforcement and formwork completewith granolithic concrete benching, half roundvitrified clay main and branch channels, cementplastering to internal walls, lean concrete base andexcavation (inspection chamber/sump cover andframe measured separately):
687 Overall size 1200 x 1000 x 1070mm deep to invert. no 726.00 SJ298
688 Add to last item for each additional 150mm depth. no 69.40 SJ299
689 Overall size 1500 x 1000 x 1070mm deep to invert. no 828.70 SJ300
690 Add to last item for each additional 150mm depth. no 79.90 SJ301
691 Overall size 1800 x 1000 x 1070mm deep to invert. no 948.80 SJ302
692 Add to last item for each additional 150mm depth. no 90.30 SJ303
693 Overall size 2100 x 1000 x 1070mm deep to invert. no 1,132.10 SJ304
694 Add to last item for each additional 150mm depth. no 100.70 SJ305
695 Overall size 1650 x 1650 x 1070mm deep to invert. no 1,261.30 SJ306
696 Add to last item for each additional 150mm depth. no 108.60 SJ307
697 Overall size 900 x 900 x 600mm deep to invert. no 337.10 SJ308
698 Add to last item for each additional 150mm depth. no 38.50 SJ309
699 Overall size 1200 x 1000 x 750mm deep to invert. no 541.10 SJ310
700 Add to last item for each additional 150mm depth. no 69.40 SJ311
Page 79 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
701 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 643.10 SJ502
702 Add to last item for each additional 150mm depth. no 39.70 SJ503
703 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 771.70 SJ504
704 Add to last item for each additional 150mm depth. no 45.40 SJ505
705 Precast concrete encasement for 150mm diameter maindrainline including concrete haunching and jointing(excavation, drain pipe and structural supports measuredseparately).
m 132.80 SJ506
706 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
707 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 8.80 SJ054
708 150mm diameter ditto. m 11.00 SJ055
709 13mm thick cement and sand (1:2) rendering tointernal/external surfaces of inspection chamber/sump.
m² 8.90 SJ056
710 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 51.30 SJ057
711 Standard cast iron street gulley including connection, allnecessary excavation and concrete surround.
no 334.20 SJ046
Page 80 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Close-coupled dual flush low capacity vitreous chinapedestal w.c. suite complete with w.c bowl, seat andcover and cistern with a flushing capacity of 4.5 litresper single action flush, including all necessaryfittings and accessories:
712 White. no 237.50 SJ257
713 Coloured. no 261.60 SJ281
714 Squat w.c. pan in white vitreous china with brass cleaningeye, high level dual action plastic cistern complete with allnecessary flush pipe, fittings and accessories.
no 166.20 SJ094
715 Squat w.c. pan in white vitreous china with brass cleaningeye, but without cistern and flush pipe.
no 113.00 SJ095
716 Wash-hand basin in white vitreous china size 500 x400mm complete with waste plug and chain, approvednon-corrosive brackets, UPVC waste pipe, bottle trap andall necessary washers, seals and nuts and fixed to wallall as specified.
no 91.40 SJ105
717 Wash-hand basin in coloured vitreous china size 500 x400mm complete with waste plug and chain, approvednon- corrosive brackets, UPVC waste pipe, bottle trapand all necessary washers, seals and nuts and fixed towall all as specified.
no 83.00 SJ500
718 Wash-hand basin with pedestal stand in colouredvitreous china size 500 x 400mm complete with wasteplug and chain, approved non- corrosive brackets, UPVCwaste pipe, bottle trap and all necessary washers, sealsand nuts and fixed to wall all as specified.
no 139.40 SJ501
719 Integral coloured cultured marble basin and top ofapproximate size 525 x 1500mm with 100mmbacksplash, 200mm front apron complete with integratedbasin, approved single lever mixer tap with pop-up waste,bottle trap, waste pipe and galvanised steel brackets forfixing to wall and all necessary accessories for fixing andjointing to pipework.
no 458.60 SJ274
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HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
720 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 415.20 SJ286
721 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 307.30 SJ285
722 15mm chromium plated brass pillar tap including allnecessary accessories for fixing and jointing topipeworks.
no 24.20 SJ106
723 15mm chromium plated brass pillar tap with swivel swanneck including all necessary accessories for fixing andjointing to pipeworks.
no 62.00 SJ107
724 Delay action tap including all necessary accessories forfixing and jointing to pipeworks.
no 162.00 SJ109
725 15mm chromium plated brass bib-tap including allnecessary accessories for fixing and jointing topipeworks.
no 20.60 SJ110
726 15mm chromium plated brass 2-way bib-tap including allnecessary accessories for fixing and jointing topipeworks.
no 27.50 SJ290
727 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 67.70 SJ273
728 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 121.20 SJ361
Page 82 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Food-grade silicone thimble in natural colour with 4nos holes each 2.5mm diameter:
729 Size 18.5mm diameter x 2.5mm thick at basin tap inlet.
no 0.10 SJ350
730 Size 21.0mm diameter x 2.5mm thick for tap mixer. no 0.10 SJ351
731 15mm diameter constant flow regulator of 12 litres perminute for bib tap inlet at common areas.
no 5.00 SJ352
Stainless steel water supply pipe includingconnectors, elbows, bends, tees, reducers, etc andlaid in trench including excavation:
732 22mm diameter. m 16.80 SJ220
733 28mm diameter. m 19.70 SJ221
734 35mm diameter. m 25.20 SJ222
735 42mm diameter. m 30.90 SJ223
736 54mm diameter. m 43.00 SJ224
Stainless steel water supply pipe includingconnectors, elbows, bends, tees, reducers, etc. andfixed to roof top with concrete supports:
737 22mm diameter. m 11.20 SJ215
738 28mm diameter. m 14.10 SJ216
739 35mm diameter. m 18.90 SJ217
740 42mm diameter. m 24.60 SJ218
741 54mm diameter. m 36.60 SJ219
Stainless steel water supply pipes includingconnectors, elbows, bends, tees, reducers, etc. andfixed to wall with stainless steel clips/holderbats:
742 15mm diameter. m 10.00 SJ239
743 22mm diameter. m 13.00 SJ129
Page 83 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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):
744 28mm diameter. m 16.80 SJ130
745 35mm diameter. m 23.20 SJ131
746 42mm diameter. m 29.80 SJ132
747 54mm diameter. m 43.50 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:
748 15mm diameter. m 15.10 SJ362
749 22mm diameter. m 21.00 SJ363
750 28mm diameter. m 25.60 SJ364
Compression fitting caps for copper pipes:
751 15mm diameter. no 3.10 SJ365
752 22mm diameter. no 3.50 SJ366
753 28mm diameter. no 7.00 SJ367
Ductile iron pipes with cement lining for water mainsincluding spigot and socket joints, laid in trenchincluding excavation:
754 80mm diameter and backfilling with selected earth. m 47.90 SJ136
755 80mm diameter and backfilling with approved granular material.
m 65.30 SJ369
756 100mm diameter and backfilling with selected earth. m 49.90 SJ137
757 100mm diameter and backfilling with approved granular material.
m 67.20 SJ370
Page 84 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Ductile iron pipes with cement lining for water mainsincluding flanged joints complete with bolts andnuts, laid on and including precast concrete supportblocks:
758 80mm diameter. m 52.20 SJ138
759 100mm diameter. m 53.20 SJ139
Ductile iron pipes with cement lining for water mainsincluding spigot and socket joints fixed to wall withholderbats:
760 80mm diameter. m 42.60 SJ140
761 100mm diameter. m 43.20 SJ145
Extra over 80mm diameter ductile iron cement linedpipes for water mains for fittings including flangedjoints complete with bolts and nuts:
762 Bends. no 74.50 SJ141
763 Tees. no 97.60 SJ142
764 Collars. no 84.30 SJ143
765 Socket adaptor. no 27.00 SJ144
Extra over 100mm diameter ductile iron cement linedpipes for water mains for fittings including flangedjoints complete with bolts and nuts:
766 Bends. no 82.30 SJ146
767 Tees. no 110.00 SJ147
768 Collars. no 99.10 SJ148
769 Duckfoot bend. no 33.30 SJ259
770 100mm diameter ductile iron flange adaptor fordistribution main complete with rubber gaskets, bolts andnuts all as specified.
no 119.80 SJ318
Cast iron sluice/gate valve with flanged ends:
771 80mm diameter. no 114.80 SJ151
772 100mm diameter. no 130.40 SJ152
Page 85 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
773 100mm diameter x 65mm ductile iron flanged flow nozzle. no 113.70 SJ260
Bronze spring loaded lift check valve:
774 35mm diameter. no 23.80 SJ263
775 40mm diameter. no 32.70 SJ205
Cast iron spring loaded lift check valve with flangedends:
776 80mm diameter. no 346.60 SJ206
777 100mm diameter. no 419.30 SJ207
Brass high pressure equilibrium ball valve with brassarm and copper float:
778 50mm diameter. no 464.80 SJ153
779 100mm diameter. no 1,078.50 SJ154
Brass gate valve:
780 40mm diameter. no 33.10 SJ208
781 50mm diameter. no 44.00 SJ209
Brass ball stop valve:
782 20mm diameter. no 17.80 SJ210
783 25mm diameter. no 23.00 SJ211
784 40mm diameter. no 43.90 SJ212
785 15mm diameter isolating ball stop valve no 6.40 SJ498
786 25mm diameter brass ball float valve. no 52.40 SJ262
787 35mm diameter brass globe valve. no 47.80 SJ213
788 40mm diameter solenoid valve for automatic time-controlled refuse chute flashing system.
no 302.60 SJ214
789 Labour only for boring holes in UPVC pipes forapproximately 3.2m long at 50mm centre/centre for useas bin chute sparge pipe.
no 5.90 SJ173
Page 86 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Brass high pressure screw down stop or bib cocks:
790 15mm diameter. no 11.80 SJ174
791 22mm diameter. no 19.60 SJ175
792 28mm diameter. no 36.70 SJ176
793 35mm diameter. no 78.10 SJ177
794 42mm diameter. no 96.70 SJ178
795 54mm diameter. no 139.40 SJ179
796 82mm diameter x 68mm high x 1.2mm thick purpose-made galvanised steel casing as locking device for publictap. (padlock measured separately).
no 7.10 SJ270
797 Rolled steel joists for support to tanks including bolts,fixing and painting.
kg 1.30 SJ181
798 63mm diameter Polyethylene gas pipe sleeved in 80mmdiameter UPVC pipe and laid in concrete channelincluding bituminous joints and filling up with cementmortar grout (concrete channel measured separately).
m 39.00 SJ491
799 63mm diameter Polyethylene gas pipe sleeved in 80mmdiameter UPVC pipe and laid in trench includingexcavation.
m 26.00 SJ495
800 63mm x 50mm diameter galvanised steel ElectrofusionTransition elbow to gas pipe.
no 45.80 SJ493
801 80mm diameter UPVC pipe sleeve for vertical gas pipefixed to wall.
m 9.40 SJ492
802 'Viking Johnson Junor' coupling for 50mm diametergalvanised steel gas pipe including locking ring, gasket,etc. and all necessary accessories.
no 52.70 SJ494
Heavy duty galvanised steel gas pipe includingsockets, connectors, elbows, tees, plugs, etc andfixed to wall or ceiling with collar brackets asspecified:
803 40mm diameter. m 15.00 SJ186
804 50mm diameter. m 18.20 SJ187
Page 87 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Full bore ball valve:
805 15mm diameter. no 14.50 SJ195
806 20mm diameter. no 17.10 SJ196
807 25mm diameter. no 21.40 SJ197
808 32mm diameter. no 24.30 SJ198
809 40mm diameter. no 28.40 SJ199
810 50mm diameter. no 38.00 SJ200
811 80mm diameter. no 130.30 SJ201
Copper gas pipe including connectors, elbows,bends, tees, etc and fixed to wall:
812 15mm diameter. m 14.00 SJ202
813 22mm diameter. m 20.10 SJ203
814 UPVC Casing/Trunking for water and gas servicesincluding trunking cover with splayed edges, overall size84 x 51mm as specified.
m 12.00 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:
815 40mm diameter. m 19.30 SJ272
816 50mm diameter. m 22.20 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:
817 50mm diameter. m 15.80 SJ357
818 100mm diameter. m 64.90 SJ242
819 150mm diameter. m 89.70 SJ243
Page 88 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
SANITARY, WATER AND GAS INSTALLATION (CONT'D
Class "C" galvanised steel pipes fixed to duct wall asdry, wet or hosereel rising main including allnecessary brackets, connectors, welded flanges,bolts, nuts and gaskets, etc and testing theinstallation as specified (cont'd):
820 Extra over 50mm diameter pipe for bend or elbow. no 5.70 SJ496
821 Extra over 50mm diameter pipe for tee. no 6.60 SJ497
822 Extra over 100mm diameter pipe for bend. no 41.50 SJ244
823 Extra over 150mm diameter pipe for bend. no 80.60 SJ247
Rust proof electro galvanised steel box with glassfront for breeching inlet complete with locks andmaster keys as specified (breeching inlet measuredseparately) :
824 2-way. no 106.10 SJ250
825 4-way. no 116.40 SJ251
Breeching inlet complete with 1 no. 25mm diameterdrain valve including all necessary blank caps, chain,handwheel etc as specified:
826 100mm diameter 2-way. no 156.70 SJ253
827 150mm diameter 4-way. no 277.50 SJ254
828 Dry riser landing valve with instantaneous 63.5mmdiameter female coupling complete with gunmetal bodiesincluding necessary handwheel, blank caps, chains,mechanical tee connectors/adaptors, etc as specified.
no 93.80 SJ252
829 25mm automatic air release valve as specified. no 22.90 SJ255
830 Approved canvas/nylon belt with key-alike padlocks forstrap locking handwheels in closed position.
no 6.20 SJ256
Page 89 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
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:
831 Fire hose-reel. no 201.30 SJ292
832 2.5 kg fire extinguisher. no 45.30 SJ342
833 4.5 kg fire extinguisher. no 82.20 SJ359
834 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 335.90 SJ291
Dry powder portable fire extinguisher complete withhorn, wall brackets and embossing extinguisher with2 nos HDB logo as specified:
835 2.5 kg. no 27.20 SJ338
836 4.5 kg. no 35.20 SJ339
837 9 kg. no 66.00 SJ340
838 5kg CO2 portable fire extinguisher complete with horn,wall brackets and embossing extinguisher with 2 nosHDB logo as specified.
no 120.90 SJ341
Page 90 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
GLAZING
Sheet/float glass in panes:
839 4mm thick ordinary quality clear sheet/float glass. m² 24.60 SK001
840 5mm thick ditto. m² 30.40 SK002
841 6mm thick ditto. m² 33.80 SK003
842 5mm thick obscured glass. m² 39.00 SK004
Tinted float glass in panes:
843 5mm thick. m² 43.10 SK005
844 6mm thick. m² 47.00 SK006
Clear tempered float glass in panes:
845 6mm thick. m² 105.50 SK012
846 8mm thick. m² 149.10 SK013
847 10mm thick. m² 168.50 SK014
848 12mm thick. m² 188.10 SK015
Tinted tempered float glass in panes:
849 6mm thick. m² 122.10 SK016
850 8mm thick. m² 166.40 SK017
851 10mm thick. m² 180.30 SK018
852 12mm thick. m² 202.30 SK019
Tinted laminated safety float glass in panes:
853 10.38mm thick. m² 139.30 SK020
854 12.76mm thick. m² 187.10 SK021
Page 91 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
GLAZING (CONT'D)
Glass in louvres - varying from 100mm to 200mmwide:
855 5mm thick ordinary clear sheet/float glass. m² 29.30 SK008
856 6mm thick ditto. m² 33.30 SK009
857 5mm thick obscured wired glass. m² 38.80 SK010
858 6mm thick rough cast obscured wired glass. m² 45.60 SK011
Page 92 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING
Concrete or Plastered Surfaces
859 One coat of approved acrylic emulsion paint (with 20%water dilution).
m² 1.00 SL002
860 One priming coat (with 20% water dilution) and two uppercoats (without water dilution) of approved acrylic syntheticemulsion paint.
m² 2.60 SL003
861 One priming coat (with 20% water dilution) and one uppercoat (without water dilution) of approved acrylic syntheticemulsion paint by spraying equipment, paint roller orother means including protecting door/window frames, orother surfaces from being tainted with paint.
m² 1.80 SL037
862 One coat of water based sealer and two subsequentcoats of approved water based Algae Resistant EmulsionPaint (all coats without dilution) Rate inclusive of theprovision of a 6 year warranty.
m² 3.60 SL041
863 One coat of water based sealer. m² 1.10 SL008
Metal Surfaces
864 One coat of approved lead and chromate-free primer. m2 2.40 SL038
865 One coat of polyvinyl butyral etching primer. m2 1.90 SL039
866 One undercoat and one finishing coat of approvedsynthetic enamel paint.
m² 3.20 SL009
867 One undercoat and one finishing coat of approvedsynthetic enamel paint on grilles or railing etc (rateinclusive of painting on both faces).
m² 3.70 SL010
868 Two coats of approved synthetic enamel paint to mildsteel sections or door frame not exceeding 300mm girth.
m 1.10 SL018
869 Surface treatment to structural steelwork with one coat ofzinc-rich epoxy primer and two coats of zinc phosphatepriming paint including blast cleaning at workshop.
m² 30.20 SL040
Page 93 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING (CONT'D)
Pipe Surfaces
One coat of approved lead and chromate-free primer:
870 not exceeding 75mm diameter. m 0.60 SL012
871 exceeding 75mm but not exceeding 150mm diameter. m 1.20 SL013
872 exceeding 150mm but not exceeding 300mm diameter.
m 2.40 SL014
Two coats of approved lead and chromate-freeprimer:
873 exceeding 75mm but not exceeding 150mm diameter. m 2.10 SL023
One coat of polyvinyl butyral etching primer:
874 not exceeding 75mm diameter. m 0.50 SL030
875 exceeding 75mm but not exceeding 150mm diameter. m 1.00 SL031
876 exceeding 150mm but not exceeding 300mm diameter.
m 1.90 SL032
Two coats of approved synthetic enamel paint:
877 not exceeding 75mm diameter. m 0.80 SL015
878 exceeding 75mm but not exceeding 150mm diameter. m 1.60 SL016
879 exceeding 150mm but not exceeding 300mm diameter.
m 3.20 SL017
Two coats of bituminous paint:
880 not exceeding 75mm diameter. m 1.00 SL024
881 exceeding 75mm but not exceeding 150mm diameter. m 2.00 SL025
882 exceeding 150mm but not exceeding 300mm diameter.
m 4.00 SL026
Page 94 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
PAINTING AND DECORATING (CONT'D)
Timber Surfaces
883 One coat wood primer and two coats of approvedsynthetic enamel paint.
m² 5.30 SL019
884 Two coats of wood stain/wood dye and three coats ofclear varnish/lacquer in matt or gloss finish.
m² 9.00 SL036
885 Two coats of wood preservative. m² 1.60 SL020
886 Two coats of approved wood stain. m² 3.40 SL021
887 Two coats of polyurethane varnish. m² 3.90 SL022
Page 95 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS
888 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 5.30 SM002
889 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 8.50 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:
890 To slope embankment. m² 10.50 SM009
891 To flat level surface. m² 10.10 SM011
892 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 34.70 SM018
Excavate tree hole including backfill to a level 250mmabove ground with approved soil mixture asspecified (tree measured separately):
893 1.50 x 1.50 x 1.00m deep. no 86.50 SM078
894 1.00 x 1.00 x 1.00m deep. no 38.40 SM077
895 0.50 x 0.50 x 0.50m deep. no 5.50 SM079
Planting of instant tree including maintenance asspecified (tree measured separately):
896 Not exceeding 300mm girth. no 2.30 SM080
897 Exceeding 300mm but not exceeding 500mm girth. no 3.00 SM081
Page 96 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS (CONT'D)
Planting of tree saplings/fruit trees/palms includingmaintenance as specified (tree measured separately):
898 Large size with minimun height 2.00m. no 1.90 SM082
899 Medium size with minimun height 1.50m. no 1.50 SM083
900 Small size with minimun height 1.00m. no 1.10 SM084
901 Planting of shrubs of any size including maintenance asspecified (shrub measured separately).
no 0.60 SM085
Cut down trees with girth measured at a point 1.0mabove the ground, grub up roots and clear away fromsite:
902 Not exceeding 0.5m girth. no 161.90 SM066
903 Exceeding 0.5m but not exceeding 1.0m girth. no 194.20 SM067
904 Exceeding 1.0m but not exceeding 1.5m girth. no 252.30 SM068
905 Exceeding 1.5m but not exceeding 2.0m girth. no 377.10 SM069
906 Exceeding 2.0m but not exceeding 2.5m girth. no 472.90 SM070
907 Exceeding 2.5m but not exceeding 3.0m girth. no 615.30 SM071
908 Exceeding 3.0m but not exceeding 4.0m girth. no 745.30 SM072
909 Exceeding 4.0m but not exceeding 5.0m girth. no 947.90 SM073
910 Exceeding 5.0m but not exceeding 6.0m girth. no 1,122.00 SM074
911 Bintangore pole as supporting stake to tree including tiesas specified.
m 1.30 SM039
912 Tripod support with 3 nos. of bintangore poles includingties and gunny sack as specified.
no 11.30 SM040
913 Tree guard with 4 nos. bintangore poles 1.50m aboveground and tied together with galvanised wire bracing asspecified.
no 18.50 SM041
914 Tree guard with 4 nos. bintangore poles 0.30m aboveground and tied together with galvanised wire bracing asspecified.
no 7.70 SM042
Page 97 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
TURFING, TREE PLANTING & LANDSCAPING WORKS (CONT'D)
Approved perforated UPVC sub-soil pipe with openend butt joints:
915 100mm diameter. m 7.60 SM014
916 150mm diameter. m 11.20 SM013
917 150mm diameter wrapped round with geotextile fabric (non-woven type).
m 12.50 SM076
918 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 72.10 SM065
919 50mm diameter UPVC pipe as weephole not exceeding300mm long.
no 1.50 SM075
920 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 3.70 SM015
Approved green nylon netting:
921 Single layer. m² 1.20 SM043
922 Double layer. m² 2.30 SM044
Page 98 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
MISCELLANEOUS
923 Design, erection and subsequent removal of protectivehoarding with overhead shelter average 4.5m high and1.70m wide with timber supports, metal sheet hoardingand timber floor boarding as shown in drawings.
m 325.30 SM064
924 Natural anodised aluminium extruded framed noticeboard, size 1200 x 900mm high, constructed of 2mmthick aluminium casing, complete with 1 no. aluminiumframe door infilled with 5mm thick clear polycarbonatesheet, hinges, lockset, 12.7mm thick softboard with velvetfabric finish, 9mm thick plywood, complete withfluorescent tube and wiring as specified.
no 422.60 SM034
925 200 x 50mm Electro-Galvanised Steel Trunking withremovable cover for telephone cables fixed to wall orceiling complete with slotted brackets and fixingaccessories as specified.
m 22.00 SM035
926 200 x 75mm Electro-Galvanised Steel Trunking withremovable cover for telephone cables fixed to wall orceiling complete with slotted brackets and fixingaccessories as specified.
m 23.90 SM036
927 155mm diameter Class `B' UPVC pipe for undergroundLT reticulation cables with concrete haunching andnecessary fabric reinforcement at pipe joints including theprovision of a nylon/polyethelane rope and testing of pipeon completion (Excavation and sand bed measuredseparately).
m 15.50 SM050
928 Extra over 155mm diameter UPVC pipe for Grade 20concrete haunching throughout including all necessaryformwork and A6 WSF reinforcement (Excavationmeasured separately).
m 6.90 SM051
929 UPVC plugs at pipe mouth of 155mm diameter UPVCpipe in draw pits.
no 7.00 SM058
930 110mm diameter UPVC lead-in pipe in trench includingend cap (Trench measured separately).
m 5.40 SM063
931 172.4mm wide (nominal) x 2mm thick high impact UPVCcable cover plates with embossed letterings as specified.
m 2.70 SM052
Page 99 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) 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):
932 Rectangular shaped. m² 149.80 SM053
933 `T' shaped. m² 119.70 SM054
934 `Y' shaped. m² 121.30 SM055
935 `X' shaped. m² 115.20 SM056
936 `L' shaped. m² 122.20 SM057
937 `R' shaped. m² 130.40 SM062
938 Vertical drawpit marker comprising of 75mm diameterheavy duty UPVC conduit pipe with purpose madecapping cover as specified.
no 29.90 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 :
939 1-way with concrete bed and haunching, 210mm wide x overall 210mm thick.
m 26.00 SJ371
940 2-way with concrete bed and haunching, 346mm wide x overall 210mm thick.
m 41.10 SJ372
941 3-way with concrete bed and haunching, 346mm wide x overall 346mm thick.
m 55.80 SJ373
942 4-way with concrete bed and haunching, 346mm wide x overall 346mm thick.
m 59.50 SJ374
943 6-way with concrete bed and haunching, 481mm wide x overall 346mm thick.
m 80.40 SJ375
Page 100 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
MISCELLANEOUS (CONT'D)
StarHub Telecommunication Cable Pipes and Manholes (Cont'd)
110mm diameter UPVC pipes in trench includingexcavation and backfilling and completelysurrounding pipe with grade 20 concrete bed andhaunching and all necessary formwork (cont'd):
944 9-way with concrete bed and haunching, 481mm wide x overall 481mm thick.
m 104.60 SJ376
945 12-way with concrete bed and haunching, 617mm wide x overall 481mm thick.
m 133.00 SJ377
Reinforced concrete grade 30 manhole includingnecessary reinforcement and formwork with 20mmthick screeding trowelled smooth to fall at base, leanconcrete, excavation, hardcore and the installation ofchannel bracket and anchor iron (cover and framemeasured separately):
946 Type JX2 comprising of 120mm thick walls and bottom slab.
no 281.30 SJ378
947 Type MX1 comprising of 150mm thick walls and bottom slab.
no 1,039.10 SJ379
948 Type MX2 comprising of 150mm thick walls and bottom slab.
no 1,278.90 SJ380
949 Type MX3 comprising of 230mm thick walls and bottom slab.
no 2,516.10 SJ381
950 Type MX4 comprising of 230mm thick walls and bottom slab.
no 3,055.60 SJ382
951 78mm thick grade 30 concrete top slab overall sizeapproximately 1316 x 1202mm inclusive of the collectionof manhole frame and cover from StarHub's warehouseand setting frame in cement mortar and sealing cover ingrease and sand (manhole cover and frame supplied byStarHub).
no 51.50 SJ499
Page 101 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK
Rates for the following items do not includeestablishment charges and profit:
952 Bricklayer. hr 6.20 SN001
953 Blocklayer. hr 6.20 SN002
954 Carpenter. hr 7.40 SN003
955 Concretor. hr 6.90 SN004
956 Construction Equipment Operator. hr 13.50 SN019
957 Crane Driver. hr 12.60 SN005
958 Drainlayer. hr 6.70 SN006
959 Excavator. hr 7.00 SN007
960 Fitter. hr 7.00 SN008
961 Glazier. hr 7.20 SN009
962 Ironmonger. hr 7.70 SN010
963 Joiner. hr 7.50 SN011
964 Labourer. hr 4.70 SN012
965 Lorry Driver. hr 8.50 SN013
966 Mason. hr 6.20 SN014
967 Mechanic. hr 7.00 SN015
968 Painter. hr 5.60 SN016
969 Pavior. hr 6.60 SN017
970 Piler. hr 8.60 SN018
971 Plasterer. hr 8.80 SN020
972 Plumber. hr 10.00 SN021
973 Roller Driver. hr 13.50 SN022
Page 102 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK (CONT'D)
Rates for the following items do not includeestablishment charges and profit (Cont'd):
974 Roofer. hr 7.30 SN023
975 Scaffolder. hr 7.40 SN024
976 Steel Bender & Fixer. hr 7.20 SN025
977 Steel Worker. hr 5.70 SN026
978 Tiler. hr 9.00 SN027
979 Tractor Driver. hr 13.50 SN028
980 Watchman. hr 4.60 SN029
981 Welder. hr 7.60 SN030
982 Wireman. hr 9.70 SN031
983 Air compressor with air delivery capacity not less than 4.5 cu m per minute including pneumatic and sharpening tools and power supply (operator measured separately).
hr 22.70 SN032
984 Concrete mixer 200/140 litres including fuel. hr 14.00 SN033
985 Concrete mixer 300/200 litres including fuel. hr 20.30 SN034
986 Crane (KATO KR20H) including fuel and driver. hr 106.00 SN050
987 Diesel powered field welding machine with minimum 300 amp.
hr 13.15 SN036
988 Mechanical lawn mover with blade not exceeding 500mm and engine power not exceeding 150 cc.
hr 2.50 SN037
989 Motor crane including fuel and driver (3 tonne lifting capacity).
hr 35.00 SN038
990 Motor Crane including fuel and driver (8-13 tonne lifting capacity).
hr 73.90 SN051
991 Motor lorry 2.5 - 3 tonne size including fuel and driver. hr 26.95 SN039
Page 103 of 103
HOUSING AND DEVELOPMENT BOARDSTANDARD SCHEDULE OF RATES FOR BUILDING WORKS (JUL 2009)
S/N DESCRIPTION UNIT RATE($) CODE
DAYWORK (CONT'D)
Rates for the following items do not includeestablishment charges and profit (Cont'd):
992 Motor lorry 5.5 - 7 tonne size including fuel and driver. hr 32.35 SN040
993 Motor lorry 10 tonne size including fuel and driver. hr 51.40 SN052
994 Power driven pump 50mm size including fuel and driver.
hr 13.90 SN041
995 Power driven pump 75mm size including fuel and driver.
hr 20.65 SN042
996 Power loader on rubber-tyred wheels 1.20 cu m bucket capacity (flywheel horsepower 60 kw range) including fuel and driver.
hr 62.30 SN043
997 Road roller 6 tonne capacity including fuel and driver. hr 31.90 SN044
998 Road roller 8 to 10 tonne capacity including fuel and driver.
hr 32.35 SN045
999 Traxacavator 1.0 cu m capacity including fuel and driver.
hr 70.40 SN046
1000 Traxacavator 1.5 cu m capacity including fuel and driver.
hr 81.70 SN047
1001 Traxacavator 2.0 cu m capacity including fuel and driver.
hr 100.65 SN048
1002 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 70.10 SN049
*