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SCHEDULE OF RATES BUILDING WORKS CONTENTS SECTION DESCRIPTION SOR PAGE (A) EXCAVATOR 1 – 2 (B) CONCRETOR 2 – 14 (C) BRICK / BLOCK WORKS 15 - 22 (D) PAVIOR 23 – 36 (E) ROOFER 36 – 44 (F) CARPENTER, JOINER AND IRONMONGER 44 – 64 (G) STEEL AND IRONWORKER 64 – 95 (H) PLASTERER AND WALL TILER 95 – 101 (I) GLAZIER 101 - 102 (J) PAINTER 103 – 109 (K) ROADS AND CARPARKS 110 – 113 (L) DAYWORK 114 – 121 (M) PLAY EQUIPMENT AND SITEWORKS 122 – 130 (N) CEILING LEAK REPAIRS 131 – 133 (P) PILING WORKS 133 – 135 (Q) DELETED - (R) MISCELLANEOUS 135 - 136 ID : CY/may/BTW - CONTENTS (FY2011) - PROJECTS CD (FY2012).doc (18012012) (CD-Rom 2012 Edition)

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Page 1: Building SORs

SCHEDULE OF RATES

BUILDING WORKS

CONTENTS

SECTION DESCRIPTION SOR PAGE

(A) EXCAVATOR 1 – 2

(B) CONCRETOR 2 – 14

(C) BRICK / BLOCK WORKS 15 - 22

(D) PAVIOR 23 – 36

(E) ROOFER 36 – 44

(F) CARPENTER, JOINER AND IRONMONGER 44 – 64

(G) STEEL AND IRONWORKER 64 – 95

(H) PLASTERER AND WALL TILER 95 – 101

(I) GLAZIER 101 - 102

(J) PAINTER 103 – 109

(K) ROADS AND CARPARKS 110 – 113

(L) DAYWORK 114 – 121

(M) PLAY EQUIPMENT AND SITEWORKS 122 – 130

(N) CEILING LEAK REPAIRS 131 – 133

(P) PILING WORKS 133 – 135

(Q) DELETED -

(R) MISCELLANEOUS 135 - 136

ID : CY/may/BTW - CONTENTS (FY2011) - PROJECTS CD (FY2012).doc (18012012) (CD-Rom 2012 Edition)

Page 2: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 1

TERM CONTRACT FOR BUILDING TRADESMEN WORKS

SCHEDULE OF RATES

GENERAL PREAMBLES

1. All work materials and goods described in this Schedule of Rates shall be of the respective

kinds, described in the Contract and in accordance with the instructions of the Superintending Officer.

2. The description given of each item, unless otherwise stated, be held to include the use of

materials, labour, equipment, tools and vehicles including maintenance, supply of fuel and all idle time, conveyance, delivery, unloading, storing, hoisting, all labour setting, fitting, temporary works, scaffolding and fixing in position, all cutting and waste, return of packings, establishment charges, overheads, profits, shop drawings where necessary and all forms of claims for loss and expense.

3. Unless otherwise stated, all work shall be measured nett as fixed in its place. 4. Unless otherwise stated, pipes are described by their internal diameters. 5. The term “as specified” means as specified in the Standard Specifications, Supplementary

Specifications and/or Drawings. 6. The following abbreviations are used for the units:

m - Linear metre kg - Kilogram m² - Square metre ton - Tonne m³ - Cubic metre pr - Pair no. - Number sht - Sheet ltr - Litre hr - Hour pc. - Piece

7. The cost of removal and disposal and the making good of all affected works shall be deemed

to be included in the Schedule of Rates unless otherwise stated. All Schedule of Rates shall be applicable for new and replacement works. 8. No scaffold (other than a tower scaffold and trestle scaffold) exceeding 4 metres shall be

erected, installed, re-positioned, altered or dismantled except by an approved Scaffold Contractor. An approved Scaffold Contractor shall engage a qualified Scaffolding Supervisor to ensure that the scaffold is erected, installed, re-positioned, altered or dismantled in accordance with the Regulations. The 4 metres height is defined as the distance between the ground level where scaffold rests and the level of the highest working platform. The Schedule of Rates have taken into consideration of the scaffolding cost for height not exceeding 4 metres. The Contractor shall be paid separately for the scaffolding if its height exceeds 4 metres.

Page 3: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 2

PARTICULAR PREAMBLES TO VARIOUS SECTIONS PART (A) – EXCAVATION The measurement of all excavation and subsequent disposal shall be those before excavating. The increases in bulk and any extra excavation required for planking and strutting and formwork for concrete and working spaces under circumstances have been allowed for in the rates. Rates for each item shall be held to include for keeping all excavation free from water and site dry pumping or bailing if required and providing any temporary drains required. Ordinary Ground

Includes spoil or rubbish of every description, rubbish tip material etc., sand gravel decomposed granite, red or white earth, loamy or gravelly clay, gravelly laterite, mud, bog or any other formation which is removable by the ordinary application of pick and shovel and at any depth.

PART (B) – CONCRETOR Unless otherwise specified in the Schedule of Rates: Rates for each item of concrete shall be held to include the followings: (1) Forming, cutting groves, chases, mortice, holes and making good any other sundry items of a

like nature. (2) Extra labour for laying to falls, or cambers and preparing surfaces to receive screeds or

pavings also to be included. (3) All tests on concrete, cement and aggregate etc., as required and compliance with the

strengths as specified. (4) Tamping and/or vibrating to give thorough compaction; working between and around

reinforcement. (5) Laying on any type of sub-base, preparing and leaving surfaces to receive screeds or paving. Concrete in footpath and apron shall be treated as above ground level.

Page 4: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 3

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (B) – CONCRETOR (CONT’D) No deduction shall be made in the measurement of concrete work for: (1) Voids of 0.05 cubic metre or under. (2) Volume of the reinforcement and steelwork. (3) Openings in walls, floor, roof slabs and the like of 0.2 square metre or less. Rates for mild steel or high tensile steel rod reinforcement shall be held to include for thoroughly wire brushing and cleaning all bars free of rust, dust, mill scale, dirt, oil, any other deleterious matter, cutting to the required lengths, bending and hooking and for securing with an including tying wires at all crossing, non-designed spacers or chairs and distance blocks. No allowance shall be made for rolling margin in the measurement of rod reinforcements. The conversion factor for the various steel reinforcement bars shall be as follows: 6mm - 0.222kg/m 20mm - 2.466kg/m 7mm - 0.302kg/m 22mm - 2.984kg/m 8mm - 0.394kg/m 25mm - 3.854kg/m 9mm - 0.499kg/m 28mm - 4.834kg/m 10mm - 0.616kg/m 32mm - 6.313kg/m 13mm - 1.042kg/m 16mm - 1.579kg/m 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 next area covered shall be measured and no deduction shall be made for opening less than 1.00 square metre. Rates for formwork shall be held to include for splayed edges, notchings, allowances for overlaps and passing at angles, battens, strutting, bolting, welding, easing, wetting and treating with mould oil, striking and removal. The rate in formwork allows for multiple uses where “multiple” means exceeding two. No deductions shall be made in measurement of formwork for: (1) Openings less than 1 square metre. (2) Intersection of main and secondary beams. (3) Intersection of beams and stanchion casing or columns. Rates for concrete, reinforcement and formwork shall be applicable to all work irrespective of positions, shapes and height. Rates for each item of precast concrete shall be held to include for all necessary mould, finished faces, forming holes, rebates, sinking, mortices, recesses, hoisting and setting. The measurement of precast concrete vents and grilles shall be held to include for all angles, intersections, ends outlets and extra labour and material for forming grooves and rebates to sides. Piling work shall be executed in accordance with the relevant specifications and Superintending Officer’s instructions.

Page 5: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 4

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (C) – BRICK AND BLOCK WORKS Rates for each item of blockwork and facing shall be held to include for all special made blocks, bricks and in-situ concrete in lieu, all holdfasts and bonding ties at abutments to concrete structures, all rough and fair cuttings, over-sailing and receding courses, rough relieving and discharging arches, wedging and pining, raking out joints for and pointing flashings, bedding plates, bedding and pointing of frames, parging and coring flues, labour eaves filing, plumbing angles forming square and rebated reveals, cut squats or birdmouths, notches, forming, leaving or cutting chases, holes and morticles and cutting and pining and making good and any other sundry items of a like nature. Rates of blockwork and brickwork shall be applicable to all work irrespective of positions, shapes and height. Deductions shall be measured the nett sizes of the openings and recesses, including the extra width or rebated reveals. No deductions shall be made for voids not exceeding 0.10 square metre. Deductions shall be made for strings, sills, lintols and the like only when exceeding 75mm in height. Repair Work to External Walls to Prevent Rainwater Seepage. Daywork Should rates 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 plant employed. Such records, receipts or vouchers must be verified by the Superintending Officer before payment can be effected. PART (D) - PAVIOR Rates for each item of pavior shall be held to include for all rounded-edges on in-situ paving, all arises and making good and any other sundry items of a like nature. Rates for each item for skirtings, risers, moulded edges, channels and the like shall be held to include for all short lengths, formed, cut and purpose-made angles, junctions, end etc and making good and any other sundry item of a like nature. No deduction shall be made for a void of 0.50 square meter and under for in-situ paving. In the case of construction of interlocking concrete paving blocks and footpaths, the composite rates shall be applied, unless otherwise decided by the Superintending Officer.

Page 6: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 5

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (E) – ROOFER The description of each item of roofer shall be deemed to include: (1) 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. (2) Chasing the structure for burning in or tucking in edges of coverings, flashing and the like. (3) Holes in coverings, underbeds and insulations for pipes, standards and the like and making

good. No deduction shall be made for voids of 0.5m2 or less.

Rates for Waterproofing Membranes and Secondary 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 arises, 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.

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, fitting and making good around outlets, pipes and any other sundry items of a like nature.

PART (F) – CARPENTER, JOINER AND IRONMONGER Rates for each item of carpenter and joiner shall be held to include for cutting, notching, boring, sinking, pelleting, fitting, trimming, mitreing, halving, morticing, tenoning, devetailing, scarfing and wedging and for all ends, splayed edges, short lengths, nails, screw and temporary supports and any other sundry item of a like nature. Nominal sizes are stated for wrot timber and an allowance of 2.5mm is permitted for each wrot face. Rate for windows and doors include handing and fixing. Rates for each item of Ironmonger shall be held to include for supply, delivery to site and fixing complete 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. All references to trade names shall include those which are approved to those as specified. Where ironmongery is included in the description of doors, it shall be deemed to include hinges, floor springs, door gears, locks, latches, catches, bolts, closers, holders, padlocks, stoppers, push-bars and plates, pull bars and handles, kick plates, locking eyes and the like as specified. Rates for Carpenter, Joiner and Ironmonger items shall be deemed to include removal where necessary unless otherwise stated, locks must include 2 keys properly labelled and handed to the Superintending Officer.

Page 7: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 6

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (G) – STEEL AND IRON WORKER Rates shall be held to include supply, delivery to site and fixing, cutting ends, welding, riveting, bolting etc. in addition, the rates for structural steel is deemed to also include for hoisting, erecting, temporary bracing, levelling and plumbing, and paint with one coat of primer. No allowance shall be made for rolling margin in the measurement of steelwork. No deduction shall be made for drilling, holes, notchings, splay cuts and the like. Where no conversion table is available from manufacturer/supplier, specific gravity of 7.85 (i.e. 7.85gm/cm3) shall be used to compute the weight of mild steel sections. PART (H) – PLASTERER AND WALL TILER Rates for each item of plastering shall be held to include for raking out joints, hacking to form keys, narrow width and small quantities, temporary rules, joints between new and old plastering, internal angles, arises, quirks, groin points and other intersections and curved surfaces, rounded coves and external angles not exceeding 25mm radius, and mitres, tops, etc. om cornices, mouldings, enrichments, coves, skirtings, gutters and strings, all making good and any other sundry item of a like nature. No deduction shall be made for openings of 0.50 square metre or less. In the measurement of plastering, no deduction shall be made for casings for pipes under 300mm wide or angles which are finished in a different material if these do not exceed 100mm girth. “Within the building” shall mean surfaces within the internal of buildings/flats, corridors, staircases and the like which normally do not entail scaffolding or mechanical cradles to carry out the works. “External face of building” shall mean surfaces such as gable end walls, front/back external walls and any other surfaces which are constantly exposed to weather and/or normally require the use of scaffolding or mechanical cradles to carry out the work.

Page 8: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 7

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (H) – PLASTERER AND WALL TILER (CONT’D) Rates for each item of wall tiling shall be held to include for narrow widths and small quantities and fittings around air bricks, pipes and the like and any other sundry item. Rates for each item of terrazzo shall be held to include for narrow widths and small quantities, and for all temporary rules, internal angles, arises, joints between different types of terrazzo, quirks and 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. Structural Repairs (The following is applicable for H029 – H031 only) The rate for each item shall be held to include for: (1) Addition/Replacement of steel reinforcement in concrete components as directed by the

Superintending Officer. (2) Removal of finishes/fixtures and other obstruction in the course of repair. (3) The removal of debris from the site in the process of repair or as directed by the

Superintending Officer. (4) The cleaning up of site on completion. (5) Provision of barricadings, warning signs and warning lights. (6) Provision of props and formworks as directed by the Superintending Officer. (7) All general risks, liabilities and obligations set forth.

Page 9: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 8

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (I) – GLAZIER Rates for each item of glazier shall be held to include for cutting and rounded edges, puttying, fixing panel pins, brass screws and cup and neoprene strips where necessary and leaving the glass clean on completion. PART (J) – PAINTER Rates for each item of painting shall be held to include for all necessary preparation of surfaces including cleaning off, sandpapering woodwork, wire-brushing metal and leaving all surfaces free from dust, rust, grease and oil before painting, narrow widths, etc. Rates for painting include allowance for the use of different colours. No deduction shall be made for openings of 0.50 square metre or less. PART (K) – ROADS AND CARPARKS Rates for each item shall include cost of removal and cost of implementation of precautionary measures where necessary unless otherwise stated.

Page 10: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 9 PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (L) – DAYWORKS The following rates shall be applicable to all works executed on a daywork basis including shifting of office equipment and furniture. During the continuance of such works, the Contractor shall keep proper records of the names, occupations and working hours of all workmen employed for such work and the quantities and descriptions of all materials and plant employed. Such records, receipts or vouchers must be verified by the Superintending Officer before payment can be effected. Provided always that if the Superintending Officer shall consider that for any reason the keeping of such records, receipts and vouchers by the Contractor as required was impracticable, he shall nevertheless be entitled to authorise payment for such works either as daywork (being satisfied as to the time employed and plant and materials used on such work) or at such value thereof as he shall consider fair and reasonable. Daywork’s Schedule of Rates for LABOUR and PLANTS items only is inclusive of 15% Establishment Charge and Profit. The contract percentage adjustment shall also apply. For computation of ‘STAR’ rate using Daywork’s Schedule of Rates, the contract percentage adjustment shall NOT apply to the ‘STAR’ rates computation. PART (M) – PLAY EQUIPMENT AND SITEWORKS Rates for each item shall include cost of removal and implementation of precautionary measures where necessary unless otherwise stated. PART (N) – CEILING LEAKS REPAIRS 1. All rates in the Schedule shall include:

(a) The provision of all necessary tools equipment, labour, plant, machinery and materials and mobilisation from unit to unit and from block to block; the emergency repairs to be executed immediately beyond the normal working hours and may also beyond constraint boundary.

(b) Addition/replacement of steel reinforcement in concrete components as directed by

Superintending Officer. (c) Removal of finishes/fixtures and other obstruction in the course of repair. (d) Removal, cut off supply, diversion and reinstatement of water/electrical supply. (e) The removal of debris from the site in the process of repair or as directed by the

Superintending Officer. (f) The cleaning up of site on completion. (g) Provision of barricadings, warning signs and warning lights. (h) Provision of props and formworks as directed by the Superintending Officer

(for spalling concrete works only). 2. The provision “per unit” refers to per unit of flat or shop or office, etc. If the work includes two

toilets or bathrooms in the same unit and the total area of work done does not exceed 3.5m², then the Contractor shall only be paid “per job”.

3. The terms “per point” means each pipe surround that water leakage repair is carried out. If in

a bathroom, the leaking concrete surround the soil pipe, waste pipe and floor trap require repair, the Contractor shall be paid three points.

Page 11: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 10 PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONT’D) PART (P) – PILING WORKS Piling works shall be executed in accordance with the relevant specifications and the instruction of the Superintending Officer. The rates shall include the following: (a) The removal of underground obstruction together with all work connection. (b) The transportation, handling, pitching, heading, pointing, bracing and providing protective

wrought iron or helmet to pile. (c) The extending pile, dolly and connection. (d) The cutting of surplus and heads of piles, extra excavation, backfilling and disposal of debris. (e) The re-driving or intermittent driving necessitated by upheaving or lengthening of piles or by

removal of obstruction under piles or other causes including moving and repositioning the piling frame.

(f) The disposal of materials displaced arising out of driving the piles. (g) The assembling of equipment on the site and the subsequent dismantling and removal shall

be given separately as an item. (h) The 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.

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). Payment for each reinforced concrete piles after it is driven into the ground is measured from the cut-off level of the pile to the end of pile shoe. PART (Q) – DELETED PART (R) – MISCELLANEOUS The miscellaneous works shall be carried out according to the Schedule of Rates description and/or standard drawings, if applicable.

Page 12: Building SORs

ID: CY/iy/BTW - PREAMBLES (FY2011) - PROJECTS CD (FY2012).doc(29.7.10)(May 129A)

SOR PREAMBLE Page 11

PREAMBLES TO REPAIRS TO EXTERNAL FINISHES Repairs to external finishes shall be executed in accordance with the relevant kinds described in the Contract and shall confirm to the relevant Statutory Requirements and to be approved by the Superintending Officer. Where trade names or manufacturer’s catalogue numbers are used, the reference is intended only as a guide to the type of article or material. The Contractor may use any other article or material, subject to approval of the Superintending Officer. During the continuance of repair works, the Contractor shall keep proper records of the quantities (with drawings, sketches, photographs, etc) and descriptions of all materials and plants employed. Such records must be verified by the Superintending Officer before the Contractor is allowed to proceed with the painting and touch up works.

Page 13: Building SORs

SOR Page 1

SECTION CODE DESCRIPTION UNIT RATE ($)

EXCAVATOR

(To be read in conjunction with Preambles)

Excavation

* Excavation oversite commencing from ground

level in ordinary ground, including forming of

surfaces and removal of surplus excavated

materials within site, for the following average

overall depth: *(001 003)

A 001 Not exceeding 150mm deep. m2 1.00 B A 1

A 002 Execeeding 150mm and not exceeding m2 1.80 B A 2

300mm deep.

A 003 Exceeding 300mm deep m3 5.40 B A 3

* Excavate to form trenches for columns,

pilecaps foundations, beams, basements, pier

holes etc in ordinary ground including forming

of bottom, necessary planking and strutting,

part return, fill and ram, and remainder get

out and deposit on site as directed in stages of

the following depth: *(004 005)

A 004 Not exceeding 2.00m deep m3 12.80 B A 4

A 005 Exceeding 2.00m but not exceeding 4.00m m3 14.60 B A 5

deep

A 006 CART AWAY SURPLUS EXCAVATED m3 4.70 B A 6

MATERIAL off site and deposit at the approved

dumping ground.

A 007 Excavate to pits, small holes etc not No 6.00 B A 7

exceeding 0.10m3 to receive base of posts,

etc including removing surplus excavated

material off site and making good.

Filling

A 008 Supply dry approved earth filling obtained m3 10.50 B A 8

from outside source and fill in layers of

300mm including labour for spreading,

trimming and consolidating to form earth

moulds or levels

A 009 Supply coarse aggregate m3 37.20 B A 9

(19mm to 38mm gauge), spread and

level on site as directed.

E M's CODE

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(1)(MAY/129A)

Page 14: Building SORs

SOR Page 2

SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

A 010 Supply sand, spread, level and m3 65.20 B A 10

consolidate.

* SUPPLY HARDCORE IN BEDS, comprising

of clean broken bricks/concrete,

deposit, spread, levelled,

mechanically consolidated and

including 25mm thick sand blinding/

topping for the following average

thickness from surface level *(011 013)

A 011 Not exceeding 150mm thick. m2 2.30 B A 11

A 012 Exceeding 150mm and not exceeding m2 4.70 B A 12

300mm thick.

A 013 Exceeding 300mm thick m3 15.60 B A 13

A 014 Supply quarry waste/granite fines, m3 30.30 B A 14

spread, levelled, well rammed and

consolidated.

CONCRETOR

(To be read in conjuction with Preambles)

Concrete Work

B 001 Supply and cast Grade 15 lean concrete in m3 140.00 B B 1

beds under foundations, column bases, ground

beams etc with 20mm to 10mm graded

granite mechanically mixed

irrespective of thickness.

B 002 Supply and cast Grade 20 mass concrete in beds m3 143.00 B B 2

under foundation etc with 20mm to 10mm graded

granite mechanically mixed irrespective of

thickness

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(2)(MAY/129A)

Page 15: Building SORs

SOR Page 3

SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and cast reinforced concrete in

foundations, ground beams, etc with 20mm to

10mm granite mechanically mixed, including

formwork and working around

rod or fabric reinforcement

below ground level (Reinforcement

measured separately). *(003 007)

B 003 Grade 20 m3 180.00 B B 3

B 004 Grade 25 m3 184.00 B B 4

B 005 Grade 30 m3 187.30 B B 5

B 006 Grade 35 m3 191.00 B B 6

B 007 Grade 40 m3 196.00 B B 7

* Supply and cast reinforced concrete in

suspended slabs, beams, columns, staircases,

footpath, apron etc with 20mm to 3mm graded

granite mechanically mixed and placed

around reinforcement above ground

level including PVC strip expansion joint

where necessary. (Reinforcement and

formwork measured separately). *(008 012)

B 008 Grade 20 m3 152.00 B B 8

B 009 Grade 25 m3 155.00 B B 9

B 010 Grade 30 m3 158.40 B B 10

B 011 Grade 35 m3 161.90 B B 11

B 012 Grade 40 m3 166.60 B B 12

B 013 Supply and cast concrete in SMALL m3 328.00 B B 13

quantities not exceeding 0.15 metre

cube to match existing, including all

necessary formwork.

B 014 Extra over Items 008 to 012 for m2 0.60 B B 14

trowelling concrete to footpath, apron etc.

B 015 Extra over for waterproofing m3 25.00 B B 15

additive in concrete to manufacturer's

instructions.

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(3)(MAY/129A)

Page 16: Building SORs

SOR Page 4

SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Reinforcement

B 016 Supply mild steel rod reinforcement kg 1.80 B B 16

fabricated and laid in position including

labour for forming stirrups, links, etc

irrespective of size

B 017 Supply high tensile steel rod reinforcement kg 1.80 B B 17

irrespective of size fabricated and

laid in position including labour for

forming stirrups, links, etc irrespective

of size

* Supply and place BRC or other equal and

approved welded steel FABRIC

REINFORCEMENT well lapped (minimum 1

square) and tied at joints (measured nett) *(018 034)

B 018 A5 m2 4.75 B B 18

B 019 A6 m2 6.40 B B 19

B 020 A7 m2 8.25 B B 20

B 021 A8 m2 10.80 B B 21

B 022 A10 m2 16.80 B B 22

B 023 A12 m2 24.20 B B 23

B 024 B6 m2 10.70 B B 24

B 025 B7 m2 12.30 B B 25

B 026 B8 m2 16.20 B B 26

B 027 B10 m2 22.20 B B 27

B 028 D6 m2 12.80 B B 28

B 029 D7 m2 16.50 B B 29

B 030 D8 m2 21.60 B B 30

B 031 D10 m2 33.60 B B 31

B 032 No. 2210 (50 x 50mm x 3.25mm diameter) m2 9.40 B B 32

B 033 No. 5515 (12.5 x 12.5mm x 1.5mm diameter) m2 12.80 B B 33

B 034 No. 3315 (75 x 75mm x 1.5mm diameter) m2 4.50 B B 34

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(4)(MAY/129A)

Page 17: Building SORs

SOR Page 5

SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Formwork

B 035 Supply and erect timber formwork to m2 17.80 B B 35

surfaces of concrete, columns, walls,

suspended slabs, stairs, canopies, beams,

lintels, etc. (Measured net of concrete

surface)

B 036 Extra over timber formwork for curve m2 3.50 B B 36

surface work.

Drain/Water Channel

* Construct 230mm wide (internal)

CONCRETE (Grade 25) SURFACE DRAIN

with 100mm thick sides,

100mm thick base reinforced with a

layer of BRC No. B6 wiremesh. All

exposed sides, base and arises

rendered smooth in cement mortar

(1:3) including all necessary

excavation, hardcore, sand blinding

and formwork, laid to fall as directed

for the following average depth to

invert: *(037 040)

B 037 Not exceeding 300mm deep. m 46.50 B B 37

B 038 Exceeding 300mm but not exceeding m 60.50 B B 38

450mm deep.

B 039 Exceeding 450mm and not exceeding m 74.40 B B 39

600mm deep.

B 040 Exceeding 600mm deep m 88.40 B B 40

B 041 Extra over items for precast concrete m 3.40 B B 41

channel to 230mm wide reinforced

concrete surface drain.

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(5)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Construct 300mm wide (internal)

CONCRETE (Grade 25) SURFACE DRAIN

with 100mm thick sides and

base reinforced with a layer of

BRC No. B6 wire mesh. All exposed

sides, base and arises

rendered smooth in cement

mortar (1:3) including all necessary

excavation, hardcore, sand blinding

and formwork, laid to fall as

directed for the following average

depth to invert : *(042 045)

B 042 Not exceeding 300mm deep m 51.10 B B 42

B 043 Exceeding 300mm but not exceeding m 65.30 B B 43

450mm deep.

B 044 Exceeding 450mm but not exceeding m 79.50 B B 44

600mm deep.

B 045 Exceeding 600mm deep m 93.00 B B 45

B 046 Extra Over for Precast Concrete channel m 8.80 B B 46to 300mm wide reinforced concrete

surface drain.

B 047 Extra over for forming 50mm x 25mm rebate on m 3.70 B B 47

both sides of channel for precast drain cover

slab (Measurement based on length of drain)

B 048 Break up concrete/surface m3 77.10 B B 48

drain including cutting reinforcement and

removing debris off site.

* REPAIRS to 150mm to 300mm wide concrete

drain of the following

depth to invert; hack off existing

rendering at sides and invert of drain,

remove damaged or cracked portions of drain,

patch up with concrete, form key and

re-render drains (whole girth) to proper

falls in cement mortar (1:3) *(049 050)

B 049 Not exceeding 300mm deep m 13.60 B B 49

B 050 Exceeding 300mm deep but not exceeding m 23.50 B B 50

450mm deep

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(6)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Hack out existing concrete drain invert

(Average Depth not exceeding 600mm) and

regrade to fall towards outlet with cement mortar

screed and finished smooth *(051 052)

B 051 230mm wide m 8.80 B B 51

B 052 300mm wide m 9.60 B B 52

* Hack out existing carpark drain invert

and regrade drain 450 to 600mm width to

fall towards outlet with cement mortar screed

and finished smooth *(053 054)

B 053 Average depth not exceeding 800mm m 10.50 B B 53

B 054 Average depth exceeding 800mm m 14.00 B B 54

* Break up damaged half round precast

concrete channels and reconstruct same

in cement mortar including laying to proper falls

and making good sides of channel *(055 057)

B 055 150mm diameter m 18.00 B B 55

B 056 230mm diameter m 20.20 B B 56

B 057 300mm diameter m 25.60 B B 57

B 058 Break up damaged/sunken 300mm closed m 79.50 B B 58

conduit drain spun pipe include hacking through

floor, excavation, planking, making good etc. and

reconstruct same jointed in cement mortar to

proper fall including lean concrete base

* Supply and lay precast concrete composite

channel laid to even falls and jointed in

cement mortar as detail drawing

(EM-TC-STD-BLDG-99-12) *(059 064)

B 059 810mm x 495mm - Type C7 m 44.50 B B 59

B 060 595mm x 355mm - Type C7A m 34.00 B B 60

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(7)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

B 061 395mm x 195mm - Type C7B m 29.20 B B 61

B 062 1200mm x 750mm - Type C8 m 70.90 B B 62

B 063 900mm x 535mm - Type C8A m 53.60 B B 63

B 064 995mm x 610mm - Type C8B m 62.50 B B 64

B 065 Reconstruct existing scupper drain m 23.90 B B 65

outside bin chute chamber with new half

round salt glazed stoneware pipes, side

and base embedded in G20 concrete including

adjusting existing gulley to match drain

level bedded and jointed with cement mortar

* Supply and lay half round salt glazed

stoneware pipe in replacement jointed with

cement mortar as scupper drain including lean

concrete base. *(066 067)

B 066 100mm diameter m 17.10 B B 66

B 067 150mm diameter m 19.60 B B 67

B 068 Construct scupper drain not exceeding 150mm m 6.20 B B 68

wide and 75mm deep on existing floor

including trowelling surface smooth

B 069 Regrade existing scupper drain with m 4.80 B B 69

waterproofing cement mortar

laid to fall not exceeding 150mm wide and

75mm deep including trowelling surface

smooth

B 070 Regrade existing scupper drain with m 6.30 B B 70

waterproofing cement mortar

laid to fall exceeding 150mm but not

exceeding 300mm wide, 75mm deep including

trowelling surface smooth

B 071 315mm diameter UPVC pipe conforming to m 58.50 B B 71

SS272 for concealed drain outlet with Grade

30 concrete bed and reinforced with B6 BRC

including formwork and lean concrete

(excavation measured separately)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(8)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Precast Heelstones/Cills/Vents

B 072 Supply and install pre-cast concrete m3 404.10 B B 72

(Grade 25) in heelstones, cills, lintels etc

including reinforcement moulds and

setting in cement mortar

B 073 Supply and install pre-cast concrete m3 228.20 B B 73

(Grade 25) in heelstones, cills, lintels etc

excluding reinforcement but including

moulds and setting in cement mortar

B 074 Supply and install pre-cast concrete m3 462.00 B B 74

(Grade 25) in designed vents, grilles etc

fixed

Precast Slabs (Sand Bed Measured

Separately) (Pointing between slabs shall

not exceed 50mm)

B 075 Supply and lay 50mm thick reinforced m2 42.00 B B 75

precast concrete (Grade 25) paving slabs

pointed in cement mortar

including BRC No. D6 reinforcement

* Supply and lay unreinforced precast

concrete (Grade 25) PAVING SLABS

pointed in cement mortar *(076 077)

B 076 50mm thick m2 31.40 B B 76

B 077 75mm thick m2 47.00 B B 77

* Supply and lay removable precast concrete

(Grade 25) cover slab over surface water

channel cast in 600mm length with notched

handholes at both ends and reinforced with

BRC D6 fabric reinforcement *(078 079)

B 078 50mm thick m2 45.60 B B 78

B 079 75mm thick m2 56.20 B B 79

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(9)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and lay 50mm thick PRECAST

CONCRETE CIRCULAR SLABS with top

surface finished with coloured cement

rendering including all necessary

excavation, if necessary *(080 082)

B 080 300mm in diameter No 4.10 B B 80

B 081 450mm in diameter No 7.90 B B 81

B 082 600mm in diameter No 11.80 B B 82

* Supply and lay 50mm thick precast

concrete square slabs with top

surface finished with coloured cement

rendering including all necessary

excavation, if necessary *(083 084)

B 083 300mm x 300mm No 5.10 B B 83

B 084 600mm x 600mm No 15.00 B B 84

B 085 Supply and lay 50mm thick grade 25 precast No 21.50 B B 85

concrete slab 600mm x 300mm with top

surface finished with colour washed

pebbles including excavation

B 086 Supply and lay 50mm thick grade 25 precast No 19.60 B B 86

concrete slab 600mm x 300mm with top

surface finished with granite stone

including excavation

B 087 Supply and lay 50mm thick grade 25 precast No 26.70 B B 87

concrete slab 600mm x 600mm with top

surface finished with granite stone

including excavation

B 088 Labour for carefully taking out m2 2.50 B B 88

existing loose or sunken precast

concrete slabs and stack aside for

re-use.

B 089 Select from stack and re-use existing m2 4.60 B B 89

precast concrete slab for repairs

including jointing in cement mortar

50mm wide and levelling ground

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(10)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

B 090 Extra over for pc slab laying on m2 3.20 B B 90

levelled sand bed of 50mm thick

Miscellaneous

B 091 Break up concrete m3 77.10 B B 91

B 092 Break up concrete, part re-use as m3 84.40 B B 92

hardcore, well rammed, levelled and

consolidated and surplus cart away

off site, including cutting

reinforcement, if any.

B 093 Cutting through reinforced concrete m3 390.40 B B 93

floors or walls (any thickness) to

form openings

* Form bituminous expansion joint in

concrete floors including all necessary

formwork and bituminous seals *(094 095)

B 094 13mm x 75mm deep m 4.50 B B 94

B 095 25mm x 100mm deep m 11.70 B B 95

B 096 Form expansion joint with foam plastic m2 3.20 B B 96

infill

B 097 Rake out existing damaged/worn out m 3.80 B B 97

Bituminous Expansion Joint in

concrete floors and refill same with

approved hot bitumen.

B 098 Supply and plug up bin chute wall No 18.80 B B 98

holes with 300mm diameter detachable

precast concrete complete with 13mm

diameter mild steel handle (exclude

breaking existing concrete wall)

B 099 Provide diamond saw-cutting to concrete m 2.00 B B 99

floor to form 3mm width x 40mm depth (min)

contraction joint.

B 100 Provide diamond saw-cutting to apron m 4.00 B B 100

slab/drain wall to form 50mm rebate for

placing of precast concrete drain cover

slab.

(Measurement based on rebate length)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(11)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

B 101 Provide 100mm wide "Diamond Saw-Cutting" No. 15.50 B B 101

profile around concrete electrode/

lightning protection inspection pit

inclusive of the removal of all loosened

concrete, casting of new Grade 25 concrete

and the trowel smooth all affected

areas

B 102 To provide 150mm long PVC weep hole pipes No 3.60 B B 102

not exceeding 50mm dia through brick/

concrete work not exceeding 100mm thick

B 103 Raise or lower existing manhole No 17.80 B B 103

cover and frame to match the existing

level of path or paving

Strengthening of Lamp Posts

* Strengthen existing lamp post by grouting

method using approved pre-packed cement

mortar as specified and shown in drawing

(EM-TC-STD-BLDG-1003-01) *(104 105)

B 104 6m high No 37.00 B B 104

B 105 8m & 10m high No 41.80 B B 105

* Strengthen existing lamp post in

accordance with the method shown in drawing

no. LP230302-001C (Case A2) for lamp post

planted into the earth at turf area of the

following height (with or without arm

bracket): *(106 111)

B 106 10m No 100.00 B B 106

B 107 8m No 91.00 B B 107

B 108 6m No 80.00 B B 108

B 109 5m No 73.00 B B 109

B 110 4 to 4.5m No 69.00 B B 110

B 111 3 to 3.5m No 64.00 B B 111

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(12)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Strengthen existing lamp post in

accordance with the method shown in drawing

no. LP230302-002 (Case B) for planted lamp

post on concrete pavement of the following

height (with or without arm bracket): *(112 117)

B 112 10m No 114.00 B B 112

B 113 8m No 113.00 B B 113

B 114 6m No 111.00 B B 114

B 115 5m No 110.00 B B 115

B 116 4 to 4.5m No 108.00 B B 116

B 117 3 to 3.5m No 106.00 B B 117

* Strengthen existing lamp post in

accordance with the method shown in drawing

no. LP230302-003 (Case C) for ornamental

lamp post planted on concrete pavement of

the following height (with or without arm

bracket): *(118 123)

B 118 10m No 115.00 B B 118

B 119 8m No 114.00 B B 119

B 120 6m No 112.00 B B 120

B 121 5m No 111.00 B B 121

B 122 4 to 4.5m No 108.00 B B 122

B 123 3 to 3.5m No 106.00 B B 123

* Strengthen existing lamp post in

accordance with the method shown in drawing

no. LP230302-004 (Case D) for flange

mounted lamp post on concrete pavement of

the following height (with or without arm

bracket): *(124 129)

B 124 10m No 70.00 B B 124

B 125 8m No 69.00 B B 125

B 126 6m No 67.00 B B 126

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(13)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

B 127 5m No 66.00 B B 127

B 128 4 to 4.5 m No 64.00 B B 128

B 129 3 to 3.5m No 62.00 B B 129

* Salvage and strengthen upper section of

existing lamp post in accordance with

the method shown in drawing no.

LP230302-005 (Case E) for lamp post planted

on ground of the following height (with or

without arm bracket): *(130 135)

B 130 10m No 196.00 B B 130

B 131 8m No 177.00 B B 131

B 132 6m No 162.00 B B 132

B 133 5m No 158.00 B B 133

B 134 4 to 4.5m No 94.00 B B 134

B 135 3 to 3.5m No 90.00 B B 135

* Strengthen existing lamp post in

accordance with the method shown in drawing

no. LP230302-006 (Case F) for planted lamp

post on uneven concrete pavement of

the following height (with or without arm

bracket): *(136 141)

B 136 10m No 116.00 B B 136

B 137 8m No 115.00 B B 137

B 138 6m No 113.00 B B 138

B 139 5m No 112.00 B B 139

B 140 4 to 4.5m No 110.00 B B 140

B 141 3 to 3.5m No 107.00 B B 141

*Diamond Coring work to RC wall, column, beams,

slab, brickwalls, etc *(142 148)

B 142 50mm - 110mm diameter, 75mm - 175mm depth No 33.00 B B 142/09

B 143 50mm - 110mm diameter, 176mm - 275mm depth No 50.00 B B 143/09

B 144 125mm - 160mm diameter, 75mm - 175mm depth No 57.00 B B 144/09

B 145 125mm - 160mm diameter, 176mm - 275mm depth No 85.00 B B 145/09

B 146 175mm - 210mm diameter, 75mm- 175mm depth No 86.00 B B 146/09

B 147 175mm - 210mm diameter, 176mm- 275mm depth No 135.00 B B 147/09

B 148 Mobilisation for coring works Per 300.00 B B 148/09

Job

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(14)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

BRICK/BLOCK WORKS

(To be read in conjunction with

Preambles)

Brick/Hollow Block

* Common Brickwall (size 215 x 102.5 x 65mm)

laid in prepacked mortar with 10mm joints raked 10mm

deep or flush pointed as work proceeds. *(001 004)

C 001 Generally m3 278.20 B C 1

C 002 One brick thick m2 62.00 B C 2

C 003 Half brick thick reinforced with m2 31.80 B C 3

expanded metal brickwork reinforcement

at every 4th course.

C 004 Half brick thick built in honeycomb m2 29.80 B C 4

C 005 75mm thick BRICK-ON-EDGE reinforced with m2 23.70 B C 5

expanded metal brickwork reinforcement

at every course with 10mm joints raked

10mm deep or flush pointed as work proceeds

C 006 Half brick wall with facing m2 61.20 B C 7

bricks with expanded metal brickwork

reinforcement at every 4th course laid in

prepacked mortar with 10mm

joints raked 10mm deep flush pointed in

approved tinted cement mortar as work

proceeds

* Hollow block as specified in prepacked

mortar flush pointed as work

proceeds (reinforced with expanded metal

brickwork reinforcement at alternate course)

*(007 009)

C 007 75mm thick m2 17.00 B C 80

C 008 100mm thick m2 19.00 B C 8

C 009 150mm thick m2 29.50 B C 9

C 010 100mm thick hollow block in prepacked mortar m2 25.70 B C 10

and reinforced expanded metal

reinforcement in alternate course and

blocks in each course filled in solid with

Grade 20 concrete

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(15)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Common Modular Brickwall laid in

prepacked mortar with 10mm joints raked

10mm deep or flush pointed as work

proceed. *(011 013)

C 011 190mm thick using M211 modular brick m2 53.00 B C 11

size 190 x 90 mm x 90mm

C 012 90mm thick using M211 modular bricks m2 27.00 B C 12

size 190 x 90mm x 90mm

reinforced with expanded metal

brickwork reinforcement at every four course

C 013 90mm thick using M311 modular bricks m2 21.60 B C 13

size 290 x 90mm x 90mm reinforced

with expanded metal brickwork

reinforcement at every fourth course

C 014 Extra over common brickwork for m2 6.90 B C 14

forming exposed faces in selected common

bricks, modular M211 & M311 including

pointing in approved tinted cement mortar

(Applicable to 002 to 004, 011 to 013)

C 015 Supply labour and materials to rake out m2 7.80 B C 15

mortar joints between standard bricks and

repointing with prepacked mortar

(based on area of brickwall)

C 016 Supply labour and materials to rake out m2 6.50 B C 16

mortar joints between modular bricks and

repointing with prepacked mortar

(based on area of brickwall)

* EXTRA OVER standard common bricks (size

215 x 102.5 x 65mm) for the following

bricks : *(017 023)

C 017 Red facing bricks m2 19.20 B C 17

C 018 Overburnt facing bricks m2 30.00 B C 18

C 019 Brown facing bricks m2 34.00 B C 19

C 020 Pebble facing bricks m2 34.00 B C 20

C 021 Apricot facing bricks m2 38.00 B C 21

C 022 Desert facing bricks m2 34.00 B C 22

C 023 Grey facing bricks m2 38.00 B C 23

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(16)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* EXTRA OVER common modular bricks for

using the following facing bricks to one

face of the brickwall (applicable to

brickwall of thickness 190mm and above) *(024 030)

C 024 Red facing brick m2 47.80 B C 24

C 025 Overburnt facing bricks m2 55.70 B C 25

C 026 Brown facing bricks m2 59.70 B C 26

C 027 Pebble facing bricks m2 67.70 B C 27

C 028 Apricot facing bircks m2 82.70 B C 28

C 029 Desert facing bricks m2 67.70 B C 29

C 030 Grey facing bricks m2 77.60 B C 30

* Extra over brick wall for the provision of

HOT-DIPPED GLAVANISED STEEL WALL TIE

SYSTEM fastened vertically to reinforced

concrete surfaces including HOT-DIPPED

GALVSNISED BONDING BAR SYSTEM at

both end edges pf brick wall as shown in

drawing no. EM-TC-STD-BLDG-0402-08 *(031 032)

C 031 Brick wall cladding to rc wall m2 12.00 B C 31

C 032 Outer leaf of brick cavity wall cladding to rc wall m2 12.20 B C 32

C 033 Extra over half brickwall/solid block wall m 5.40 B C 33

for the provision of HOT DIPPED

GALVANISED BONDING BAR SYSTEM to the

end edges of brick wall/solid block wall as

shown in drawing no. EM-TC-STD-BLDG-0402-08

Glass Block Work

C 034 180mm to 195mm square glass block of 80mm m2 270.60 B C 34

to 100mm thick laid in prepacked mortar

and pointed with approved tinted

cement mortar complete with panel

reinforcing, panel anchors, expansion

strips, etc. according to manufacturer's instructions

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(17)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

C 035 "NEG" or other approved Glass block wall m2 284.30 B C 35

consists of 145 x 145 square glass

block of 80 to 100mm thick glass laid in

prepacked mortar and pointed with

approved tinted cement mortar complete

with panel reinforcing, panel anchors,

expansion strips, etc. according to

manufacturer's instructions

C 036 Supply labour and material to rake out No. 13.60 B C 36

broken/damaged glass blocks of any size

and replace with new glass block to match

existing (for remedial work not

exceeding 10 nos. glass blocks)

Water Seepage Treament

TREATMENT TO WATER SEEPAGE

(SCAFFOLDING/GONDOLAS MEASURED

SEPARATELY FOR WORKS ABOVE 4

METRE HEIGHT)

C 037 Rake out joints to an even depth of m 8.20 B C 37

25mm to 30mm. Brush out all loose

materials and fill the groove solid

with approved polyurethane sealant/

polysulphide sealant in accordance with

manufacturer's instruction to form a

continuous sealant (Gondola measured separately)

C 038 Extra over item for filling the groove/ m 1.40 B C 38

expansion joint solid with an approved backing rod

C 039 Supply labour and materials to form splay m 5.00 B C 39

with approved polymer modified cement

mortor/non shrink grout to the correct

gradient including hacking when necessary

C 040 Apply 2 coats of clear elastometric m2 6.30 B C 43

waterproof membrane as specified including

patching hairline cracks on brick wall

with brick colour cement if necessary

C 041 Apply 2 coats of clear elastometric m2 5.40 B C 44

waterproof membrane as specified including

patching hairline cracks on brick wall if necessary

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(18)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

C 042 Repair the patch joints between precast No. 1.60 B C 45

sills by mortar joint and approved

polyurethane sealant according to

manufacturer's instructions

C 043 Apply approved polyurethane sealant to m 4.10 B C 46

joints, pointing, grooves, cracks etc

between frames, block walls, brick walls,

rc walls, etc, according to manufacturer's instructions

C 044 Apply approved silicon sealant to joints, m 2.00 B C 47

pointings, grooves, etc. according to

manufacturer's instructions

C 045 Repair to reinforced concrete beam cracks m 6.20 B C 48

by hacking out existing crack and patch

it with prepacked mortar gauged

with approved synthetic latex or other

approved additive including painting 2

coats of emulsion paint to the repaired surface

Miscellaneous

C 046 Labour and material for pointing joints m2 4.20 B C 49

of brickworks in coloured cement

C 047 Labour for raking out joints of existing m2 5.90 B C 50

brickwork, clean, re-jointing with

cement mortar and re-pointing with a flush joint

C 048 Breaking up existing block or brick- m3 24.00 B C 51

work in cement mortar including

plaster (measured gross thickness) and

removing debris off site

C 049 Cutting out existing block or brick- m 7.30 B C 52

work to form chase etc not exceeding 300mm girth

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(19)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

C 050 Cutting out block or brickwork to form m 9.90 B C 53

chase exceeding 300mm but not

exceeding 600mm girth

C 051 Cutting out block or brickwork to form opening m3 101.70 B C 54

C 052 Lay approved damp proof course well lapped m2 8.90 B C 55

at joints and bedded in prepacked mortar

according to manufacturer's instructions

C 053 Supply and lay approved horizontal damp m2 8.90 B C 56

proof course complied with BS 6398 Type B

(felt fibre base) to brick/block walls

bedded in prepacked mortar according to

manufacturer's instructions

C 054 Hack out cracks of brick or block m 4.00 B C 57

walls to form `V' shaped grooves

approximately 25mm wide x 20mm deep and

seal up with polymer modified mortar

and painting surfaces to match existing

C 055 Apply 2 coats of approved silane/siloxane m2 6.60 B C 58

based water penetrant according to

manufacturer's instructions including

patching hairline cracks on brick wall

with brick colour cement if necessary

C 056 Repair to cracks by hacking "U" groove on m 6.50 B C 59

the cracks to 25mm width x 20mm depth.

Brush out all loose sand and mortar and

fill the groove with polymer modified

mortar including painting to the repaired surface

C 057 Repair to cracks by hacking V grooves on m 19.40 B C 60

the cracks and patch with approved

polysulphide sealant including painting

to the repaired surface

C 058 Supply labour and materials to repair m2 26.40 B C 61

the defective plaster by touching up

defective concrete substrate with polymer

modified mortar and skimming to average

6mm thick approved materials including

hacking, applying bonding agent and

painting and all as specified

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(20)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

C 059 Supply labour and materials to repair the m2 13.50 B C 62

plastered wall panels by applying two

coats of approved prepacked skim coat

including hacking, painting to the repaired surface

C 060 Supply labour and materials to repair m2 20.70 B C 63

defective plaster with average 18mm thick

prepacked mortar including hacking, apply

bonding agent and painting and all as specified

C 061 Supply labour and materials to repair m2 44.10 B C 64

the defective plaster with average 18mm

thick polymer modified mortar including

hacking, apply bonding agent and painting

and all as specified

C 062 Installation of special wall tie to no. 7.30 B C 65

existing brickwall including galvanised

mesh sleeve, approved resin, stainless

steel wall tie

C 063 Form nib with non shrink grout including m3 3835.10 B C 66

Chemical Capsule @ 300mm centre to centre,

necessary reinforcement, formwork,

skimming coat and painting

C 064 Form nib with Grade 30 concrete including m3 2812.60 B C 67

Chemical Capsule @ 300mm centre to centre,

necessary reinforcement, formwork,

skimming coat and painting

C 065 Watertightness test to external wall by hr 9.70 B C 68

spraying water at 300 litre/hour

(Gondola measured separately)

C 066 Watertightness test to external wall by hr 10.50 B C 69

spraying water at 600 litres/hour as

specified (gondola measured separately

and water provided by Town Council

without charges)

C 067 Watertightness test to external wall by hr 7.50 B C 70

spraying water at 300 litre/hour using

perforated PVC pipe

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(21)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

C 068 Watertightness test to external wall by hr 8.20 B C 71

spraying water at 600 litre/hour using

perforated PVC pipe

C 069 Hammer dressed random rubber in granite m3 222.70 B C 72

laid in prepacked mortar and pointed in

coloured cement

C 070 13mm deep polyurethane sealant joint m 4.20 B C 73

(horizontal or vertical) with 10mm diameter

backer rod to fill gap between brickwall

and beam/column as specified

C 071 Supply and fix 100mm x 80mm x 6mm thick m 50.80 B C 74

galvanised angle plate with approved 8mm

diameter chemical adhesive galvanised stud

archor @ 150 c/c to existing wall

C 072 Supply labour and materials to rack out m 4.20 B C 75

mortar joint at the interface to a depth of

25mm. Brush out all loose sand and mortar

and fill the groove with polymer modified mortar

C 073 Supply labour and materials to repair m2 23.40 B C 76

insitu-laid external tiles with G25

concrete screed and colour elastomeric

membrane including hacking and all as specified

C 074 Supply labour and materials to repair m2 21.60 B C 77

insitu-laid external tiles with approved

prepacked skimming materials and colour

elastomeric membrane including hacking

and all as specified

C 075 Supply labour and materials to rake out m 7.60 B C 78

existing mortar joint, brush out all loose

materials, fill the joint with approved

backing rod, follow up with approved non-

shrink grout in accordance with the

manufacturer's instructions

C 076 Strengthing of existing brickwalls, tile No. 7.70 B C 79

cladding, etc with 'Hilti' HRD wall tie

including drilling holes, brush out all

loose materials, fill hole with non-shrink

grout and touch up hole with paint to match existing

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(22)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

PAVIOR

(To be read in conjunction with Preamble)

Cement and Sand Rendering

* Prepacked screed rendering to ground

floor trowelled to a smooth finish including coved

and rounded angles: *(001 002)

D 001 20mm thick m2 8.80 B D 1

D 002 For every 5mm thick over (or under) 20mm m2 1.40 B D 2

* 20mm thick prepacked screed to

skirtings, treads, risers, curbs and

return etc and trowelled to a smooth finish

including coved and rounded angles for *(003 005)

D 003 Not exceeding 150mm girth m 4.40 B D 3

D 004 Exceeding 150mm but not exceeding 300mm girth m 6.90 B D 4

D 005 Exceeding 300mm but not exceeding 450mm girth m 8.50 B D 5

* Prepacked screed rendering to upper

floor trowelled to a smooth finish including coved

and rounded angles *(006 007)

D 006 20mm thick m2 10.50 B D 6

D 007 For every 5mm thick exceeding 20mm m2 1.75 B D 7

thick up to a maximum of 60mm thick.

* 20mm thick prepacked screed to skirtings,

treads, risers, curbs and return etc and

trowelled to a smooth including coved and

rounded angles for *(008 010)

D 008 Not exceeding 150mm girth m 4.60 B D 8

D 009 Exceeding 150mm but not exceeding 300mm girth m 7.20 B D 9

D 010 Exceeding 300mm but not exceeding 450mm girth m 8.90 B D 10

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(23)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

D 011 Extra over for approved waterproofing m2 0.50 B D 11

compound incorporated in the cement

paving for each 5mm thickness

(applicable to other pavior items)

D 012 Extra over for using hardener or other m2 1.50 B D 12

approved non-metallic hardener mixed

according to manufacturer's instruction

(applicable to other pavior items)

D 013 Extra over 3mm thick coloured cement m2 9.60 B D 13

topping finish of terracotta, white,

red and green colour, surface floated

smooth with a steel trowel

Granolithic Paving

* Granolithic consisting of cement,

sand and granite chipping (1:1:2) to

floor trowelled to a smooth finish

including pvc strip expansion joint where

applicable *(014 015)

D 014 20mm thick m2 9.70 B D 14

D 015 For every 5mm thick exceeding 20mm thick m2 1.60 B D 15

up to a maximum of 60mm thick

* 20mm thick Granolitic skirting,

treads, risers, curbs and returns etc

including coved and rounded angles

for *(016 017).

D 016 Not exceeding 150mm girth m 4.90 B D 16

D 017 Exceeding 150mm but not exceeding 300mm m 6.70 B D 17

girth

D 018 25mm thick Granolithic exposed aggregate m2 24.60 B D 18

paving consisting of cement, sand and

granite chipping of (2:1:5) laid in panels

with 12mm x 12mm deep recessed joints

laterally at 1.2m centres

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(24)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Coloured Cement Paving

D 019 20mm thick single coloured cement paving to m2 21.30 B D 19

floor laid in panels on and including

minimum 10mm thick prepacked base screed

D 020 20mm thick multi-coloured cement paving to m2 26.70 B D 20

floor laid in panels including minimum

10mm thick prepacked base screed

Cast-in-situ terrazzo

D 021 20mm thick terrazzo finish to floor m2 43.70 B D 21

laid in sections, on and including prepacked

base screed, polishing to approval

* 20mm thick terrazzo skirtings,

treads, risers, curbs and returns etc

including coved and rounded angles

polishing to approval *(022 023)

D 022 Not exceeding 150mm girth m 9.00 B D 22

D 023 Exceeding 150mm but not exceeding 300mm m 15.00 B D 23

girth

Mosaic Tiling

* Semi-glazed mosaic tiles of approved

colour and pattern to floor laid and

jointed in cement grout on and including

minimum 13mm thick prepacked

base screed and pointed in neat cement *(024 026)

D 024 To floor m2 50.40 B D 24

D 025 Not exceeding 150mm girth to skirtings, m 10.20 B D 25

treads, risers, curbs and returns etc

with all necessary coved and rounded angles

D 026 Exceeding 150 but not exceeding 300mm m 18.20 B D 26

girth to skirtings, treads,

risers, curbs and returns etc with all

necessary coved and rounded angles

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(25)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Unglazed mosaic tiles of approved colour

and pattern laid and jointed in cement

grout on and including minimum 13mm thick

prepacked base screed and pointed in

cement. *(027 029)

D 027 To floor m2 49.10 B D 27

D 028 Not exceeding 150mm girth to skirtings, m 9.40 B D 28

treads, risers, curbs and returns etc.

with all necessary coved and rounded angles

D 029 Exceeding 150 but not exceeding 300mm m 16.50 B D 29

girth to skirtings, treads,

risers, curbs and returns etc with

all necessary coved and rounded angles

Brick Paving

D 030 Hack off existing damaged brick-on-edge m2 5.20 B D 30

on steps, coping, footpath

D 031 Supply and lay new brick on edge in m2 58.30 B D 31

prepacked mortar to existing steps, coping,

footpath, etc, including proper surface

preparation pointing with cement mortar

D 032 Brick-on-edge paving in facing brick m2 52.10 B D 32

laid to approved pattern and bedded

on and including minimum 13mm thick

prepacked mortar

D 033 Brick-on-edge paving in single m 16.50 B D 33

bull-nose one brick width laid and bedded

on and including minimum 13mm thick

prepacked mortar

D 034 Brick on edge paving in double bullnose m 22.00 B D 34

one brick width laid and bedded on

and including 13mm thick prepacked mortar

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(26)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

D 035 Supply and lay brick-on-edge at (minimum m 19.40 B D 35

60 degree inclination from ground level)

single bull-nose brickwork in prepacked

mortar with bedding and 10mm joints

including excavation and levelling

from site and levelling

D 036 Brick tiles laid to approved pattern m2 44.60 B D 36

jointed, pointed and bedded on and

including 13mm thick prepacked mortar

Homogeneous/Ceramic Floor Tiling

D 037 Supply and lay any size, minimum 8mm thick m2 58.60 B D 37

heavy duty homogeneous polished floor tile

of approved colour and pattern, jointed,

pointed and bedded on and including minimum

20mm thick prepacked screed

* Supply and lay to skirtings, treads,

risers, curbs, nosings and returns, any

size, minimum 8mm thick heavy duty

homogeneous polished tile of approved colour

and pattern, jointed, pointed and bedded on

and including minimum 20mm prepacked

base *(038 040)

D 038 Not exceeding 150mm girth m 11.30 B D 38

D 039 Exceeding 150mm but not exceeding 300mm girth m 21.80 B D 39

D 040 Exceeding 300mm but not exceeding 450mm girth m 33.20 B D 40

* Supply and lay any size, minimum 8mm thk

heavy duty homogeneous polished floor tile

of approved colour and pattern, jointed &

pointed with approved grout *(041 044)

D 041 Not exceeding 0.1m2 (for single patch) No. 6.90 B D 41

D 042 Exceeding 0.1m2 but not exceeding0.3m2 No. 19.00 B D 42

(for single patch)

D 043 Exceeding 0.3m2 but not exceeding 0.5m2 No. 29.50 B D 43

(for single patch)

D 044 Exceeding 0.5m2 but not exceeding 1m2 No. 59.00 B D 44

(for single patch)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(27)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

D 045 Supply and lay any size, minimum 8mm m2 39.00 B D 45

thick, heavy duty homogeneous unpolished

floor tile of approved colour and pattern,

jointed, pointed and bedded on and

including minimum 20mm thick prepacked

screed and pointing with approved tile, grouts

as specified

* Supply and lay to skirtings, treads,

risers, curbs, nosings and returns, any

size, minimum 8mm thick, heavy duty

homogeneous unpolished tile of approved

colour pattern, jointed, pointed and bedded

on including minimum 20mm thick prepacked

base screed *(046 048)

D 046 Not exceeding 150mm girth m 8.30 B D 46

D 047 Exceeding 150mm but not exceeding 300mm girth m 14.20 B D 47

D 048 Exceeding 300mm but not exceeding 450mm girth m 20.80 B D 48

* Supply and lay any size, minimum 8mm thk

heavy duty homogeneous unpolished floor

tiles of approved colour and pattern,

jointed and pointed with approved grout

(1:3) *(049 052)

D 049 Not exceeding 0.1m2 (for single patch) No. 6.50 B D 49

D 050 Exceeding 0.1m2 but not exceeding 0.3m2 No. 17.00 B D 50

(for single patch)

D 051 Exceeding 0.3m2 but not exceeding 0.5m2 No. 27.00 B D 51

(for single patch)

D 052 Exceeding 0.5m2 but not exceeding No. 49.00 B D 52

1.0m2 (for single patch)

* Supply labour for laying ceramic tiles

(any grade, size, colour and pattern)

jointed and pointed with approved grout

including minimum 20mm thick prepacked base

screed *(053 056)

D 053 To floor m2 25.00 B D 53

D 054 Not exceeding 150mm girth to skirting, m 6.50 B D 54

treads riser, curbs, nosings and returns

D 055 Exceeding 150mm but not exceeding 300mm m 10.60 B D 55

girth to skirting, treads,

riser, curbs, nosings and returns

D 056 Exceeding 300mm but not exceeding 450mm m 17.10 B D 56

girth to skirting, treads,

riser, curbs, nosings and returns

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(28)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

D 057 Supply and lay 8mm thick non-slip nosing tile m 13.10 B D 57

in steps or infront lift car entrance

laid in approved colour, jointed and

pointed and bedded on and including minimum

20mm thick prepacked base screed

Slate Tiling

* Supply and lay natural slate tiles

in any approved colours and pattern

jointed and pointed and bedded on and

including minimum 20mm thick prepacked base

screed *(058 062)

D 058 10mm to 15mm thick m2 37.70 B D 58

D 059 16mm to 20mm thick m2 44.60 B D 59

D 060 Not exceeding 150mm girth to skirtings, m 6.50 B D 60

treads, risers, curbs, nosing and returns

D 061 Exceeding 150mm but not exceeding 300mm m 11.90 B D 61

girth to skirtings, treads,

risers, curbs, nosing and returns

D 062 Exceeding 300mm but not exceeding 450mm m 19.60 B D 62

girth to skirtings, treads,

risers, curbs, nosing and returns

Quarry / Klinker Tiling

* Quarry / Klinker tiles of the following

size laid and bedded on and including

minimum 20mm thick prepacked base

screed *(063 066)

D 063 100 x 100mm size m2 34.10 B D 63

D 064 200 x 100mm size m2 32.80 B D 64

D 065 Any size of 12 - 20mm thick m2 52.60 B D 65

D 066 Not exceeding 150mm girth to skirting, m 4.80 B D 66

treads risers, curbs, nosing and returns

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(29)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and lay quarry / klinker tiles of

approved colour and pattern, jointed,

pointed and bedded on and including minimum

20mm thick prepacked base screed *(067 070)

D 067 Not exceeding 0.1m2 (for single patch) No. 4.60 B D 67

D 068 Exceeding 0.1m2 but not exceeding 0.3m2 No. 13.10 B D 68

(for single patch)

D 069 Exceeding 0.3m2 but not exceeding 0.5m2 No. 18.90 B D 69

(for single patch)

D 070 Exceeding 0.5m2 but not exceeding No. 37.90 B D 70

1.0 m2 (for single patch)

Teak Parquet Floor Tiling

* Supply and lay teak parquet floor

tile to match existing inclusive of

approved adhesive and sanding down *(071 073)

D 071 10mm thick. m2 36.60 B D 71

D 072 13mm thick m2 42.10 B D 72

D 073 20mm thick m2 53.70 B D 73

D 074 Scrape off existing damaged parquet m2 5.10 B D 74

floor tile and remove all adhesive stains

Interlocking Block Paving

* Supply and lay interlocking concrete

paving blocks (any colours and

patterns) to footpath/concourse

to match existing including compacting

ground with additional sand bed

to required level *(075 076)

D 075 60mm thick block m2 29.60 B D 75

D 076 80mm thick block m2 34.30 B D 76

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(30)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and lay interlocking concrete

paving blocks (any colours and patterns)

to new footpath including compacting with

40mm thk (min) sand bed (Excavation and

hardcore measured separately) *(077 079)

D 077 60mm thick m2 26.80 B D 77

D 078 80mm thick m2 29.00 B D 78

D 079 100mm thick m2 31.40 B D 79

*Supply and lay interlocking brick paving blocks to

footpath/concourse compacting and laying

additional sand-bed to required level *(080 081)

D 080 60mm thick m2 32.40 B D 80

D 081 80mm thick m2 34.30 B D 81

D 082 Construct 100 x 200mm depth side kerb m 7.00 B D 82

with grade 25 concrete including all

necessary formwork

D 083 Labour for taking out loosen sunken, m2 11.30 B D 83

interlocking concrete/brick paving block and

relay paving blocks including compacting

ground with additional hardcore

and to required level and filling of voids

Imprint Coating System

D 084 Supply and lay "Superkote" or m2 20.50 B D 84

other approved high strength polymer

coating imprint to floor according to

manufacturer's instruction

D 085 Supply and lay imprint surface in m2 37.00 B D 85

any colour to floor with 20mm

thick cement and sand screed according

to manufacturer's instruction

D 086 Supply and lay 20mm thick concrete m2 35.00 B D 86

paving to floor imprint with recessed

pattern, approved colour and varnish to

match existing floor

D 087 Supply and lay 50mm thick concrete m2 40.00 B D 87

stamping finish in patterns to floor

according to manufacturer's instruction

(concrete base measured separately)

Pebble Wash Finishing

D 088 Supply and lay 15mm thick pebble wash/ m2 34.50 B D 88

coloured granolithic finish to floor, laid in section

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(31)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

D 089 Supply and lay border 100 to 150mm m 7.30 B D 89

girth with pebble washed/colour granolithic

finish of 15mm thick

D 090 Supply and lay border 150 to 300mm girth m 12.30 B D 90

with pebble washed/colour granolithic

finish of 15mm thick

D 091 Extra over for every 5mm thick for Item m2 8.30 B D 91

088 to 090

Concrete Topping

* Grade 25 concrete screed with 10mm

maximum size aggregate trowelled

to smooth surface as specified *(092 097)

D 092 25mm thick m2 10.80 B D 92

D 093 For every 5mm thick exceeding 25mm thick m2 1.60 B D 93

up to a maximum of 60mm thick

D 094 Not exceeding 150mm in height/width m 6.70 B D 94

D 095 Exceeding 150mm but not exceeding 300mm in m 9.60 B D 95

height/width

D 096 ADD to (or deduct from) Item 094 for each m 0.90 B D 96

5mm thickness over (or under) 25mm

D 097 ADD to (or deduct from) Item 095 for each m 1.25 B D 97

5mm thickness over (or under) 25mm

* Grade 40 structural concrete

with 10mm maximum size aggregate topping

including working around rod or fabric

reinforcement (reinforcement measured

separately) and trowelled to smooth

surface with powerfloat as specified *(098 099)

D 098 25mm thick m2 15.40 B D 98

D 099 For every 5mm thick exceeding 25mm thick m2 1.90 B D 99

up to a maximum of 60mm thick

Vinyl Tiling

D 100 Supply and lay 2mm thick vinyl floor m2 18.30 B D 100

tile to match existing inclusive of

approved adhesive (Removal measured separately)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(32)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Self-levelling Screeding

D 101 Supply and lay self-levelling topping m2 12.50 B D 101

screed (cementitious based) flooring with

bonding agent laid to fall complete with one

coloured top coat to manufacturer's specification

D 102 Supply and lay 3mm thick acrylic polymer m2 15.80 B D 102

cementitious coating system c/w sealer coat to

manufacturer's specifications

D 103 Add to Item 101 for one layer of coloured top coat m2 3.00 B D 103

to manufacturer's specification

D 104 - DELETED -

Dividing Strips

D 105 Mosaic tiles to form court line m 4.70 B D 105

(38mm to 50mm wide) for badminton,

sepak takraw and basketball courts etc.

D 106 25mm x 3mm aluminium dividing strips m 6.90 B D 106

D 107 25mm x 3mm copper dividing strips m 8.10 B D 107

D 108 25mm x 3mm stainless steel dividing strips m 9.70 B D 108

D 109 PVC'L' shaped strips m 2.40 B D 109

Epoxy Mortar Screeding

D 110 Supply and apply epoxy mortar screed m2 41.00 B D 110

flooring system with epoxy resin primer

follow by a layer of minimum 5mm thick

epoxy mortar and a non-slip sealer coat

after 24 hours curing

Coloured Grout Finishing

D 111 Supply and lay one coat of finishing grout m2 16.30 B D 111

colour (sundek or other approved) to match

existing complete with one

coat of acrylic clear top coat for repair

to colour screed surface

Natural Stone Finishing

D 112 Supply and lay solnhofen natural stones m2 44.90 B D 112

of approved pattern, jointed, pointed and

bedded on minimum 20mm thick prepacked

base screed

TACTILE TILE

D 113 Supply and lay "Tactile Tile" of approved m2 96.40 B D 113

design and colour, jointed, pointed and bedded

on minimum 20mm thick prepared base screed

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(33)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Miscellaneous

* Hack off all existing damaged

rendering/finishings on floors,

treads, risers etc and prepare surface

to receive new finish *(114 116)

D 114 Not exceeding 25mm thick m2 2.40 B D 114

D 115 Exceeding 25mm but not exceeding 50mm thick m2 3.40 B D 115

D 116 Exceeding 50mm but not exceeding 75mm thick m2 4.30 B D 116

D 117 Hack existing floor to form random m2 1.30 B D 117

keys, clean and wash to receive new

finish including removing debris from site

D 118 Scrape off existing damaged vinyl m2 1.80 B D 118

tile/carpet/linoleum and remove all

adhesive stains

D 119 Apply one coat of approved bonding agent to receive m2 0.80 B D 119

new finishings according to manufacturer's instruction

D 120 Supply and lay 20mm thick prepacked screed to m2 6.30 B D 120

receive floor finish

D 121 Extra over floor screed for prepacked waterproof m2 3.10 B D 121

screed in lieu of prepacked screed to floor

D 122 Patch up existing holes to floor No. 2.10 B D 122

rendering not exceeding 0.1 metre

square in cement mortar (1:3)

gauged with bonding agent top

surface trowelled smooth to match existing

D 123 Patch up existing damaged mosaic floor No. 6.70 B D 123

finishings with new mosaic to match

existing for single patch not exceeding

0.1 metre square

D 124 Re-pointing joints of existing mosaic m2 4.60 B D 124

floor in white cement including cleaning floor

on completion

D 125 Re-pointing joints of existing quarry tiles / m2 3.80 B D 125

ceramic tiles / brick paving with cement

and fine sand

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(34)(MAY/129A)

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D 126 Treatment to existing tiles/carpark ramp m2 13.60 B D 126

surface with anti-slip floor treatment

chemicals according to manufacturer's instructions

D 127 Concrete base to tube stand of fixed No 15.00 B D 127

table/stool in hawker centres not

exceeding 200mm diameter and 75mm high

including mosaic/ceramic tiles, coved

tiles, to match existing

Epoxy Sediment Colour Flakes Coating

System to Wall or Floor

D 128 Supply and apply epoxy sediment colour m2 41.00 B D 128

flakes coating system with 2-component

epoxy resin binder follow by a layer of

sediment colour flakes and a non-slip 2-

component polyurethane binder.

(Average thickness of coating shall be 1.2mm)

Repair to Concrete Surface

* Supply and lay approved two components

patching compound mixed with liquid

acrylic based additive according to

manufacturer's instruction *(129 130)

D 129 To floor of 4-5mm thickness m2 16.30 B D 129

D 130 To cracks in walls, slabs, soffits and m 5.30 B D 130

floors approximately 25mm x 25mm deep

including forming 'V' shaped grooves

* Supply and lay approved single component

consists of special cement and synthetic

aggregates according to manufacturer's

instruction *(131 132)

D 131 To floor of 4-5mm thickness m2 16.30 B D 131

D 132 To cracks in walls, slabs, soffits and m 5.30 B D 132

floors approximately 25mm x 25mm deep

including forming 'V' shaped grooves

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(35)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and lay approved two components

mortar based compound consists of cement,

additivies, aggregates and well-graded

filler mixed with liquid acrylic polymer

and synthetic resin according to

manufacturer's instruction *(133 134)

D 133 To floor of 4-5mm thickness m2 25.60 B D 133

D 134 To cracks in walls, slabs, soffits and m 6.60 B D 134

floors approximately 25mm x 25mm deep

including forming 'V' shaped grooves

ROOFER

(To be read in conjunction with

preambles)

Main Clay Roof and Accessory Tiles

E 001 Supply only unglazed clay roof tiles in Piece 2.00 B E 1

all colour to match existing

E 002 Supply only semi-glazed clay roof tile Piece 2.70 B E 2

in all colour to match existing

E 003 Supply only glazed clay roof tile in all Piece 4.00 B E 3

colour to match existing

* Supply and lay unglazed clay roof main

and accessory tiles in all colour to match

existing *(004 008)

E 004 Not exceeding 5 pieces Piece 5.50 B E 4

E 005 Exceeding 5 pieces m2 45.00 B E 5

E 006 Ridge/hip tile Piece 18.60 B E 6

E 007 Verge/End/Start Tile Piece 13.20 B E 7

E 008 3-way Apex tile Piece 78.10 B E 8

* Supply and lay semi glazed clay roof main

and accessory tiles in all colour to

match existing *(009 013)

E 009 Not exceeding 5 pieces Piece 6.00 B E 9

E 010 Exceeding 5 pieces m2 51.20 B E 10

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(36)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

E 011 Ridge/hip tile Piece 22.20 B E 11

E 012 Verge/End/Start Tile Piece 16.50 B E 12

E 013 3-way Apex tile Piece 82.50 B E 13

* Supply and lay glazed clay roof main

and accessory tiles in all colour to

match existing *(014 018)

E 014 Not exceeding 5 pieces Piece 8.20 B E 14

E 015 Exceeding 5 pieces m2 61.00 B E 15

E 016 Ridge/hip tile Piece 26.40 B E 16

E 017 Verge/End/Start Tile Piece 20.30 B E 17

E 018 3-way Apex tile Piece 88.00 B E 18

E 019 Take up and relay interlocking roof tiles m2 7.20 B E 19

Corrugated Sheet

E 020 Supply and lay asbestos-free m2 24.00 B E 20

corrugated roofing sheets (any

profile) to match existing including

galvanised screws (measured flat, no allowance

made for laps)

E 021 Supply and fix asbestos-free ridge fitting m 29.70 B E 21

E 022 Repair corrugated (asbestos-free) roof m2 3.40 B E 22

sheets and relay same including supplying

drive screws, washers, etc.

E 023 Patch up nail holes in corrugated No. 1.40 B E 23

roofing sheets with mastic and one

layer of bituminous felt

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(37)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Concrete Panel

E 024 Lay over flat roof in 600 x 600 x 25mm m2 18.00 B E 24

thick panels in cement mortar 1:2

mixed with "sika" or other approved

water-proofing compound as per

manufacturer's instructions in the

proportion of 2.3 kg of water-proofing

compound to 45 kg of cement and 10mm

joints subsequently filled with bitumen

(Removal measured separately)

E 025 Remove existing cement/sand panel m2 7.90 B E 25

roofing system to reinforced concrete

flat roof including all necessary labour,

plants and machineries for hoisting,

transportation and disposal off site

E 026 Apply a complete panel roofing system to m2 43.50 B E 26

roof surfaces comprising the following

(i) a minimum of 20mm thick waterproofing

cement and sand (1:3) base screed laid

to fall;

(ii) an approved waterproofing membrane

complying with SS133:987 and its

latest amendments;

(iii) 50mm thick rigid extruded polystyrene

foam (32 kg/m3) insulation board

(iv) 38mm thick waterproofing cement and

sand (1:3) panel trowelled to a smooth

surface including all necessary labour

and materials for bitumen infill at

900mm c/c contraction joints

Secondary Slab

E 027 Removal of existing precast concrete m2 5.50 B E 27

secondary roof slabs including ferrocement

roofing slabs and supports to

reinforced concrete flat roof including

all necessary labour, plants and machinery

for hoisting, transportation and disposal

of debris off site

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(38)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and lay approved 50mm thick light

weight precast concrete roof slab of any

size to secondary roof including 10mm

bitumen rebated or "V" grooved joint and

removing existing damaged slab from site *(028 029)

E 028 Not exceeding 10 pieces per apartment block m2 36.40 B E 28

E 029 Exceeding 10 pieces per apartment block m2 29.70 B E 29

E 030 Supply and lay 600mm x No 11.40 B E 30

600mm x 30mm thick ferrocement

secondary roof slabs, reinforced with

galvanised welded fabric to reinforced

concrete flat roof not exceeding

10 pieces per apartment block.

(Removal measured separately)

E 031 Supply and lay 600mm x 600mm x 30mm thick No 10.10 B E 31

ferrocement secondary roof slabs, reinforced with

galvanised welded fabric to reinforced

concrete flat roof exceeding 10 pieces per

apartment block (Removal of slabs measured

separately)

E 032 Supply and lay 600mm x 600mm x 30mm thick m2 28.20 B E 32

ferrocement secondary roof slabs,

reinforced with galvanised welded fabric to

reinforced concrete flat roof including all

necessary solid supporting stools, 13mm x

13mm x 18SWG square galvanised wire mesh

bent to shape, labour, plants, machineries

and materials for jointing, hoisting,

transportation and disposal off site

E 033 Take out existing precast concrete m2 1.90 B E 33

secondary slabs including ferrocement

coating slabs select from stack

and relay slabs (New slabs measured seprately)

E 034 Supply only 600mm x 600mm x 30mm thick piece 6.20 B E 34

ferrocement secondary roof slab

*Supply only concrete supporting stools *(E035 E037)

E 035 150 x 150 x 75mm No. 0.35

E 036 150 x 150 x 225mm No. 0.60

E 037 150 x 150 x 305mm No. 1.00

E 038 Replace 900mm x 600mm x 20mm thick interlocking No. 15.50

ferrocement secondary roof slab (include removal of

existing)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(39)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Waterproofing

*Lay over the surface of concrete flat

roof with cement and sand (1:3) screed

gauged with approved waterproofing compound to

falls *(039 040)

E 039 25mm thick m2 10.80 B E 34

E 040 For every 5mm thick exceeding 25mm thick m2 1.45 B E 35

up to a maximum of 50mm thick

E 041 Supply and lay approved 1mm thick m2 7.60 B E 36

bitumen roofing felt as separation layer

including bituminous paint for temporary

treatment to address roof leak

(Taking out existing and relay slabs

measured separately)

E 042 Supply and lay approved self adhesive m2 10.40 B E 37

waterproofing membrane 1.5mm thick for

quick spot repair to defective roof

membrane (Taking out existing and relay

slabs measured separately)

E 043 Remove existing waterproofing m2 2.00 B E 38

membrane system to reinforced concrete flat

roof including all necessary labour,

plants and machineries for hoisting,

transportation and disposal off site.

(Taking out existing and relay slabs

measured separately)

"Flinkote Ultra" Roof Waterproofing System

E 044 Supply & apply complete system of "Flinkote Ultra" m2 11.30

roof waterproofing treatment including removal

of existing waterproofing membrane, apply one

coat of new primer, 1 layer of fibre glass (FG4)

in between the 2 coats of waterproofing membrane

& finished with 1 coat of aluminium paint

E 045 Supply and apply "Flinkote Ultra" or other m2 0.65 B E 39

approved Penetration Primer

E 046 Supply and apply "Flinkote Ultra" or m2 5.70 B E 40

other approved waterproofing treatment -

2 coats of application (Removal of existing

waterproofing membrane measured separately)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(40)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

E 047 Supply and lay fibre glass (FG 4) m2 2.10 B E 41

or other approved with minimum 100mm

lapping (Fibre glass membrane is laid

between the 2 coats of Flinkote Ultra

Waterproofing Treatment)

E 048 Supply and apply "Flinkote Ultra" or m2 0.85 B E 42

other approved bituminous aluminium paint

(finishing coat)

"Newcoat" Roof Waterproofing System

E 049 Supply and apply complete system of "Newcoat" m2 10.20 B E 45

roof waterproofing treatment including

removal of existing waterproofing membrane,

apply 1 coat of primer, 3 coats of "Newcoat"

water based acrylic polymer waterproofing

membrane with integral micro fibre reinforcement

E 050 Supply and apply 1 coat of "Newcoat" Primer S m2 0.55 B E 43

E 051 Supply and apply 1 coat of "Newcoat" water m2 2.95 B E 44

based acrylic polymer waterproofing

membrane with integral micro fibre

reinforcement (adhoc repair) (Removal of

existing waterproofing membrane measured

separately)

Polycarbonate Sheet

* Supply and lay polycarbonate roofing

sheet to linkway pavilion, etc including

aluminium/steel frame *(052 054)

E 052 5mm thick m2 155.00 B E 46

E 053 6mm thick m2 183.00 B E 47

E 054 9mm m2 232.00 B E 48

Roof Insulation

* Supply and fix wood wool slabs

to underside of roof *(055 057)

E 055 25mm thick m2 22.80 B E 49

E 056 50mm thick m2 33.20 B E 50

E 057 Supply and lay 50mm rigid extruded m2 16.60 B E 51

polystyrene foam insulation board of density

minimum 32 kg/m3

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(41)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

E 058 Supply and lay "Super Sisalation", "Super m2 4.00 B E 52

Brite" or other approved double-sided

aluminium foil

E 059 Supply and lay one layer of "Parsec Thermo m2 6.60 B E 53

Brite III" radient barrier to roof

including lapping with thermosol-brite tape

Expansion Joint

E 060 Rake out bitumen or other compounds m 26.70 B E 54

from existing expansion joints and

refill same with `Polysulphide' expansion

joint or other approved sealing compound

including primer according to

manufacturer's instruction

E 061 Rake out bitumen from normal expansion m 4.30 B E 55

joints and refill same with approval

bitumastic compound including base packing

End Thrust

E 062 Construct hot dipped galvanised steel No 39.80 B E 56

angle end thrust support for existing pipe

end to reinforced concrete flat roof

including all necessary fixing

Metal Roof

E 063 Supply and fix Colourbond XRW "Kliplok m2 39.50 B E 57

031" (22G) 0.65mm thick or other

approved steel roofing sheet to existing

steel purlin with bolts, nuts, washers

sealing washers, fixing brackets and other

necessary accessories

E 064 Supply and fix colourbond steel kliplok 406 m2 37.50 B E 58

(G550) 0.53mm thick or other approved

steel roofing sheet to existing steel purlins with

approved proprietary clips, self drilling clip

fixing screw and necessary accessories

E 065 Supply and fix colourbond 'Eagle Tile' m2 39.70 B E 59

0.63mm thick roofing sheet to steel purlins

with bolts, nuts, washers, sealing washers,

fixing brackets and all necessary accessories

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(42)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

E 066 Supply and fix Colourbond XRW "Spandek" m2 31.90 B E 60

0.47mm thick corrugated roofing sheets or

other approved to existing steel purlins

including galvanised screws and all

necessary fixing accessories

E 067 Supply and fix "V" - (26G) 0.47mm thick m2 29.50 B E 61

crimp colourbond XRW Hi-Ten metal roofing

sheet including all necessary bends and

fixing accessories

E 068 Supply and fix colourbond Easyclad 0.6mm m2 38.40 B E 62

thick (G300) cover width 300mm including

approved proprietary clips, screw and all

necessary fixing accessories

* Supply and fix Colourbond Select Seem 0.6mm

thick including approved proprietary clips,

batten screw and all necessary fixing

accessories *(069 070)

E 069 G500 - cover width 500mm m2 47.00 B E 63

E 070 G300 - cover width 300mm m2 52.60 B E 64

E 071 Supply and fix single-sided 24G 0.56mm m2 34.70 B E 65

thick colourbond XRW flashings/cappings/

trims including bending flashing as

required and all necessary fixing accessories

E 072 Rake out bitumen from 25mm wide expansion m 24.20 B E 66

joints and refill same with approved hot-

poured rubber bitumen sealer including

compressible non-extruded fibreboad joint

filler as base packing

Cement and Sand Rendering to Roof

E 073 Removal of existing cement and sand screed m2 3.00 B E 67

rendering, average 25mm thick to reinforced

concrete flat roof including all necessary

machineries for hoisting, transporation

and disposal off site

E 074 Add to (deduct from) item 073 to each 5mm m2 0.50 B E 68

thickness over (or under) 25mm

E 075 Application of one coat of "Burke Super- m2 2.50 B E 69

Shield" or other approved cementitious

compound to existing roof slab for

waterproofing purposes according to

manufacturer's instructions

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(43)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Prepacked screed rendering (Trowelled

to smooth finish including forming of

expansion joint where necessary) *(076 077)

E 076 20mm thick screeding to roof slab/water m2 12.50 B E 70

tank roof/lift motor room roof/gutter

E 077 Add to (or deduct from) Item 076 for m2 1.50 B E 71

each 5mm thickness over (or under) 20mm

* 20mm thick prepacked screed to

skirting, curbs and return, etc including

coved and rounded angles *(078 079)

E 078 Not exceeding 150mm girth m 5.30 B E 72

E 079 Exceeding 150mm but not exceeding 300mm girth m 8.50 B E 73

E 080 Add to (or deduct from) item 078 for m 1.00 B E 74

each 5mm thickness over (or under) 20mm for

0-150mm girth

E 081 Add to (or deduct from) item 079 for each m 1.45 B E 75

5mm thickness over (or under) 20mm for

150-300mm girth

E 082 Supply and install UV-stabilised fire retard m2 10.00 B E 76

anti-bird netting including all necessary fixing

accessories and washing of wall, column and

ledges before installation of netting

E 083 Replace or repair existing netting with new m2 6.00 B E 77

UV-stabilised fire retard anti-bird netting

E 084 Replace damaged all-weather zippers at No 50.00 B E 78

bottom of the net

* Supply and fix Stainless Steel Anti-Bird Spikes

(Access exceeding 4m height measured separately)

*(085 087)

E 085 2-pin Bird Spikes m 20.00 -

E 086 3-pin Bird Spikes m 20.80 -

E 087 4-pin Bird Spikes m 22.00 -

CARPENTER, JOINER AND IRONMONGER

(To be read in conjunction with Preambles)

False Ceiling

F 001 Supply and fix symmetrically 6mm thick m2 16.00 B F 1

asbestos-free cement board ceiling lining

including all necessary timber cover fillets

* Supply and fix Calcium Silicate

asbestos-free building boards as ceiling

board or wall panel in-fill to suspended system

(suspended system measured separately) or

nailed to timber joints (timber joints and

cover fillets measured separately) *(002 004)

F 002 6mm thick m2 18.80 B F 2

F 003 9mm thick m2 23.70 B F 3

F 004 12mm thick m2 28.30 B F 4ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(44)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 005 Supply and fix 12mm thick soft board m2 11.80 B F 5

as ceiling or wall panel (timber framing

and fillets measured separately)

F 006 Supply and fix 12mm thick mineral m2 25.60 B F 6

fibre or plasterglass ceiling boards

in-fill including "L" shape aluminium

stiffener, where necessary

* Supply and fix fibre plastered board

to lobby ceiling including timber framing

support 50 x 50mm treated timber and

50 x 25mm hanger treated timber *(007 008)

F 007 9mm thick m2 27.00 B F 7

F 008 12mm thick m2 33.00 B F 8

* Supply and fix gysum ceiling board

including all necessary joint (tanalised

timber frame and painting measured

separately) *(009 010)

F 009 9mm thick m2 15.10 B F 9

F 010 12mm thick m2 18.30 B F 10

F 011 Supply and fix plasterglass/ m 8.20 B F 11

gypsum cornices including all necessary joint

F 012 Supply and fix "T" or "L" shaped m 4.00 B F 12

galvanised steel strips with aluminium

or enamel finishes not exceeding

30mm wide as fillet for false ceilings/wall panels

including hanging wires or adjustable

rod hanger

F 013 Supply and fix 9mm thick egg crate plastic m2 24.40 B F 13

louvre for encasing gas pipe, etc.

Fire-Rated Doors

F 014 Supply and install 45mm thick single leaf half-hour m2 355.00 B F 14

fire rated timber door complying with SS332 complete with fire proofed lockset, hinges, flush bolt, door

closer necessary ironmongeries and frame

F 015 Supply and install 45mm thick double leaves half-hour m2 420.00 B F 15

fire rated timber door complying with SS332 complete

with fire proofed lockset, hinges, flush bolt, door

closer, necessary ironmongeries and frame

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(45)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 016 Supply and install 45mm thick single leaf half-hour fire m2 375.00 B F 16

rated timber door with wired clear vision panel size of

150x300mm height with backing piece, sealants, “C”

channels complying with SS332 complete with fire

proofed lockset, hinges, flush bolt, door closer,

necessary ironmongeries and frame

F 017 Supply and install 45mm thick double leaves half-hour m2 440.00 B F 17

fire rated timber door with wired clear vision panel size of 150x300mm height with backing piece, sealants, “C” hannels complying with SS332 complete with fire

proofed lockset, hinges, flush bolt, door closer,

necessary ironmongeries and frame

F 018 Supply and install 45mm thick single leaf half-hour fire m2 390.00 B F 18

rated aluminium clad timber door complying with

SS332 complete with fire proofed lockset, hinges,

flush bolt, door closer, necessary ironmongeries and

frame

F 019 Supply and install 45mm thick double leaves half-hour m2 460.00 B F 19

fire rated aluminium clad timber door complying with

SS332 complete with fire proofed lockset, hinges,

flush bolt, door closer, necessary ironmongeries and

frame

F 020 Supply and install 45mm thick single leaf one-hour m2 450.00 B F 20

fire rated timber door complying with SS332

complete with fire proofed lockset, hinges, flush bolt,

door closer, necessary ironmongeries and frame

F 021 Supply and install 45mm thick double leaves one-hour m2 530.00 B F 21

fire rated timber door complying with SS332 complete with fire proofed lockset, hinges, flush bolt, door

closer, necessary ironmongeries and frame

F 022 Supply and install 45mm thick single leaf one-hour m2 470.00 B F 22

fire rated timber door with wired clear vision panel

size of 150x300mm height with backing piece,

sealants, “C” channels complying with SS332

complete with fire proofed lockset, hinges, flush bolt,

door closer, necessary ironmongeries and frame

F 023 Supply and install 45mm thick double leaves one-hour m2 550.00 B F 23

fire rated timber door with wired clear vision panel

size of 150x300mm height with backing piece,

sealants, “C” channels complying with SS332

complete with fire proofed lockset, hinges, flush bolt,

door closer, necessary ironmongeries and frame

F 024 Supply and install 45mm thick single leaf one-hour m2 485.00 B F 24

fire rated aluminium clad timber door complying with

SS332 complete with fire proofed lockset, hinges,

flush bolt, door closer, necessary ironmongeries and

frame

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(46)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 025 Supply and install 45mm thick double leaves one-hour m2 570.00 B F 25

fire rated aluminium clad timber door complying with

SS332 complete with fire proofed lockset, hinges,

flush bolt, door closer, necessary ironmongeries and

frame

Timber Door

Framed, Leged and Braced Door *(026 028)

F 026 Supply and install 38mm thick Framed, Ledged and m2 92.00 B F 26

Braced Door filled in with 19mm thick tongued and

grooved timber boarding with ‘V” joint as shown in

drawing (EM-TC-STD-BLDG-99-14)

F 027 Supply and install 45mm thick Framed, Ledged and m2 101.20 B F 27

Braced Door filled in with 22mm thick tongued and

grooved timber boarding with ‘V” joint

F 028 Supply and install 50mm thick Framed, Ledged and m2 112.70 B F 28

Braced Door filled in with 25mm thick tongued and

grooved timber boarding with ‘V” joint

Louvred Door *(029 030)

F 029 Supply and install 38mm thick timber louvred door m2 108.10 B F 29

with framing slot, fix and filled with timber louvers

at an angle of 60 degrees not more than 40mm apart

including fixing fillets

F 030 Supply and install 45mm thick timber louvred door m2 118.50 B F 30

with framing slot, fix and filled with timber louvers

at an angle of 60 degrees not more than 40mm apart

including fixing fillets

Flush Door *(031 036)

F 031 Supply and install 38mm thick solid core flush door m2 115.00 B F 31

comprising of hardwood lipping all round core strips

glued and well cramped together and covered on both

sides with 6mm thick plywood

F 032 Supply and install 45mm thick solid core flush door m2 124.20 B F 32

comprising of hardwood lipping all round core strips

glued and well cramped together and covered on both

sides with 6mm thick plywood

F 033 Supply and install 38mm thick semi-solid flush door m2 101.20 B F 33

comprising of hardwood lipping all round stiles and

rails covered on both sides with 6mm thick plywood

F 034 Supply and install 45mm thick semi-solid flush door m2 109.30 B F 34

comprising of hardwood lipping all round stiles and

rails covered on both sides with 6mm thick plywood

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(47)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 035 Supply and install 38mm thick hollow flush door m2 86.30 B F 35

comprising of skeleton framing, hardwood lipping all

round and covered on both sides with 6mm thick

plywood

F 036 Supply and install 45mm thick hollow flush door m2 94.30 B F 36

comprising of skeleton framing, hardwood lipping all

round and covered on both sides with 6mm thick

plywood

Panel Door *(037 040)

F 037 Supply and install 38mm thick switchroom panel door with m2 115.00 B F 37

2 or 3 panels filled in with 9.5mm thick plywood and 1

panel with framing slot, fix and filled with timber

louvers including fixing fillets

F 038 Supply and install 38mm thick panel door in 4 panels m2 80.50 B F 38

with 9.5mm thickness plywood with rebated and

mounded rails & stiles framed around timber panels

F 039 Supply and install 45mm thick panel door in 4 panels m2 87.40 B F 39

with 9.5mm thickness plywood with rebated and

mounded rails & stiles framed around timber panels

F 040 Supply and install 50mm thick panel door in 4 panels m2 94.40 B F 40

with 9.5mm thickness plywood with rebated and

mounded rails & stiles framed around timber panels

Cupboard Door *(041 043)

F 041 Supply and install 19mm thick framed cupboard m2 36.30 B F 41

door covered on both sides with 6mm thick plywood

F 042 Supply and install 25mm thick framed cupboard door m2 41.80 B F 42

covered on both sides with 6mm thick plywood

F 043 Supply and install 32mm thick framed cupboard door m2 44.00 B F 43

covered on both sides with 6mm thick plywood

F 044 Take down part decayed timber doors m2 17.40 B F 44

take out decayed members and incorporate

new members, adjust and re-assemble

door including all necessary dowels

and wedges and re-fixing doors

to position (new timber members measured

separately)

F 045 Take down warped doors, ease, adjust m2 4.30 B F 45

and refix to position

F 046 Cut into/take out part (not whole piece m 8.00 B F 46

of timber member), rotten or decayed

frames, mullion, transome, cills,

handrails, etc and form all necessary

approved joints to receive new timber

including taking down of doors, if

necessary and rehanging in position

new timber measured separately)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(48)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 047 Bore holes to door panels not exceeding No. 0.60 B F 47

25mm diameter for ventilation

F 048 Pull off existing nails, hooks, screws No. 0.40 B F 48

etc. from timber and fill up holes with

wood putty or other approved material

and touch up with paint to match existing

F 049 Fill up door lock holes, hinge rebates, No. 2.70 B F 49

etc with and including adhesive and

timber, sand-papering and knotting,

and painting to match existing

F 050 Supply and fix rubber glazing gasket to doors m 3.20 B F 50

WINDOWS

F 051 Supply and fix vinyl gester sealing m 2.10 B F 51

strips to perimeter of window frame with

holding down screws or nails at 60mm centre

F 052 Supply and install 38mm thick windows with m2 75.00 B F 52

framings stop slotted and filled in with

13mm thick timber louvres including fixing fillets

F 053 Supply and install 38mm thick framed m2 56.10 B F 53

windows open rebated and prepared for glass

including fixing beadings (glass measured

separately)

F 054 Take down part decayed timber windows m2 17.00 B F 54

take out decayed members and incorporate

new members, adjust and re-assemble

windows including all necessary dowels

and wedges and re-fixing windows

to position (New timber members measured

separately)

F 055 Take down warped windows, ease, adjust m2 7.60 B F 55

and refix to position

F 056 Cut into/take out part (not whole piece m 8.00 B F 56

of timber member), rotten or decayed

frames, mullion, transome, cills,

handrails, etc and form all necessary

approved joints to receive new timber

including taking down of windows, if

necessary and rehanging in position

(New timber measured separately)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(49)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 057 Supply and fix rubber glazing gasket m 3.80 B F 57

to Notice Board, sliding windows,

top hung and casement windows

Table Tops

F 058 Refix loose or fallen table top No. 11.70 B F 58

including all necessary drilling,

pop-rivetting and welding

F 059 Supply and fix 1000mm No. 156.40 B F 59

diameter 25mm thick "Werzalit" or other

approved table tops to match the existing

inclusive plastic numbering (if any) to new

table properly installed with fixing rivets

F 060 Supply and fix 900mm dia x 17mm thick No. 149.50 B F 60

with edge profile of 25mm

thick "SM France" table top or other

approved to match the existing inclusive

plastic numbers (if any) to new table

properly installed with fixing rivets

F 061 Supply and fix 1050mm dia x 17mm No. 172.50 B F 61

thick with edge profile of 35mm

thick "SM France" table top or other

approved to match the existing

inclusive plastic numbering (if any) to

new table properly installed with fixing rivets

F 062 Supply and fix 1070mm dia x 12mm No. 210.00 B F 62

thick with edge profile of 25mm

thick solid surface table top

with plywood backing or other approved to match

existing inclusive of transferring existing

plastic numbering (if any) to the new table

properly installed with fixing rivets

F 063 Supply and fix 1200mm dia x 12mm No. 256.75 B F 63

thick with edge profile of 25mm solid

surface table top with plywood backing or other

approved to match existing

inclusive of transfering existing plastic

table numbering (if any) to the new table

properly installed with fixing rivets

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(50)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and fix 19mm thick high pressure

compact laminate table top inclusive

plastic number (if any) to new table properly

installed with fixing rivets *(064 071)

F 064 1350mm x 1050mm No. 638.00 B F 64

F 065 1050mm x 760mm No. 410.00 B F 65

F 066 760mm x 600mm No. 280.00 B F 66

F 067 870/700mm x 700mm No. 270.00 B F 67

F 068 1270/1000mm x 700mm No. 320.00 B F 68

F 069 1500mm x 700mm No. 390.00 B F 69

F 070 1000mm diameter No. 478.00 B F 70

F 071 1400mm diameter No. 480.00 B F 71

F 072 Supply and fix plastic/acrylic numbering to table top No. 2.50 B F 72

with fixing rivets (per no. means per plate)

Stools

F 073 Refix loose or fallen stool top No. 9.30 B F 73

including all necessary drilling,

pop-rivetting and welding

F 074 Supply and fix 300mm dia 12mm thick solid No. 37.95 B F 74

surface thick stool top without plywood

backing only to match the existing

F 075 Supply and fix 340mm dia 12mm No. 40.25 B F 75

thick solid surface stool top with plywood

backing to match existing

F 076 Supply and fix 300mm diameter x 19mm thick No. 66.00 B F 76

high pressure compact laminate stool top

properly installed with fixing rivets

F 077 Supply and fix 850mm x 350mm x 19mm thick No. 246.00 B F 77

peanut shape high pressure laminate stool top

properly installed with fixing rivets

F 078 Supply and fix 400mm x 350mm x 12mm No. 122.00 B F 78

thick odd shape high pressure laminate

stool top properly installed with fixing rivets

Bolts/Brass Barrel Bolts

F 079 75mm long brass barrel bolts No. 1.80 B F 79

F 080 100mm long brass barrel bolts No. 1.90 B F 80

F 081 150mm long brass barrel bolts No. 2.20 B F 81

F 082 250mm long brass barrel bolts No. 3.20 B F 82

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F 083 300mm long brass barrel bolts No. 4.30 B F 83

F 084 450mm long brass barrel bolts No. 6.90 B F 84

* Stainless Steel Shoot Bolts *(085 089)

F 085 90mm x 27mm stainless steel barrel/square No. 7.70 B F 85

shoot bolt

F 086 240mm x 27mm stainless steel barrel/square No. 9.00 B F 86

shoot bolt

F 087 100mm x 27mm stainless steel flush bolt No. 10.60 B F 87

F 088 150mm x 27mm stainless steel flush bolt No. 11.50 B F 88

F 089 225mm x 27mm stainelss steel flush bolt No. 13.60 B F 89

* Pressed Steel Butt Hinges *(090 092)

F 090 75mm pressed steel butt hinges No. 1.60 B F 90

F 091 100mm pressed steel butt hinges No. 1.90 B F 91

F 092 150mm pressed steel butt hinges No. 2.20 B F 92

* Stainless Steel Butt Hinges *(093 094)

F 093 100mm stainless steel butt hinges No. 10.50 B F 93

F 094 150mm stainless steel butt hinges No. 14.70 B F 94

Door Spring Hinges

F 095 100mm x 100mm x 3mm stainless steel door No. 9.60 B F 95

spring hinges

* Supply and fix HEAVY DUTY HOOK AND

BAND HINGES to bin compound door *(096 097)

F 096 600mm No. 28.50 B F 96

F 097 750mm No. 33.10 B F 97

Hasp & Staple

F 098 Supply and fix heavy duty galvanised hasp No. 9.50 B F 98

and staple for roof trap door

F 099 Supply and fix 50mm long aluminium or No. 1.50 B F 99

galvanised steel hasp and staple

F 100 Supply and fix 75mm long aluminium or No. 1.70 B F 100

galvanised steel hasp and staple

F 101 Supply and fix 150mm long galvanised steel hasp No. 4.80 B F 101

and staple

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(52)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Locking Eye/Ear

F 102 Supply and fix 12/25mm diameter galvanised No. 1.60 B F 102

steel diameter locking eye to pad bolts

F 103 Supply and fix 100mm x 60mm x 3mm stainless No. 8.80 B F 103

steel plate as locking ear to switch room,

pump room etc.

F 104 Supply and fix 75 x 38 x 3mm stainless No. 8.30 B F 104

steel plate as locking eye to switchroom,

pumproom, etc.

Door Holder/Closer

F 105 Supply and fix spherical magnetic door holder No. 6.00 B F 105

F 106 Supply and fix 38mm diameter rubber door stop No. 1.40 B F 106

F 107 Supply and fix of "Yale" Model lite 2 or other No. 33.70 B F 107

approved auto-retractable hydraulic door closer

including refixing, adjusting to position

Keys

F 108 Supply "Abloy" key in duplicate No. 4.60 B F 108

F 109 Supply only duplicate keys to match existing No. 2.30 B F 109

F 110 Supply and cut one key to lock with No. 9.70 B F 110

missing keys including taking out lock,

where necessary and refix same

Gain Access To Units

F 111 Open door to gain access into premises Flat 7.40 B F 111

where keys have been lost

F 112 Provide locksmith for gaining access Flat 50.00 B F 112

to premises without damaging the lock

Door Handles

F 113 Supply and fix approved stainless steel cup No. 12.90 B F 113

handle for pumproom, switchroom,

service duct door, etc.

F 114 Supply and fix approved stainless steel cup No. 34.80 B F 114

handle passage latch for service duct door with

cup handles on both sides

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(53)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 115 Supply and fix "U-shaped" stainless steel No. 31.20 B F 115

handle (225 x 57 x 19mm) to door

F 116 Supply and fix stainless steel push plate No. 29.00 B F 116

(150 x 300 x 1.5mm thick) to door

Anchors

* Galvanised heavy duty expansion anchor bolt

including stud anchor, nut and washer: *(117 134)

F 117 8mm anchor diameter x 95mm long No. 8.70 B F 117

(Hilti HSL M8/20)

F 118 8mm anchor diameter x 115mm long No. 9.10 B F 118

(Hilti HSL M8/40)

F 119 10mm anchor diameter x 107mm long No. 9.70 B F 119

(Hilti HSL M8/20)

F 120 12mm anchor diameter x 120mm long No. 14.20 B F 120

(Hilti HSL M12/25)

F 121 12mm anchor diameter x 145mm long No. 17.60 B F 121

(Hilti HSL M12/50)

F 122 20mm anchor diameter x 183mm long No. 37.50 B F 122

(Hilti HSL M20/30)

F 123 24mm anchor diameter x 205mm long No. 44.90 B F 123

(Hilti HSL M24/30)

F 124 M10 x 108mm length (Ramset SA10108) No. 7.20 B F 124

F 125 M10 x 128mm length (Ramset SA10128) No. 8.40 B F 125

F 126 M12 x 98mm length (Ramset SA12098) No. 8.40 B F 126

F 127 M12 x 124mm length (Ramset SA12124) No. 9.50 B F 127

F 128 M12 x 153mm length (Ramset SA12153) No. 10.10 B F 128

F 129 M16 x 149mm length (Ramset SA 16149) No. 11.30 B F 129

F 130 M16 x 167mm length (Ramset SA16167) No. 15.90 B F 130

F 131 M20 x 189mm length (Ramset SA20189) No. 17.90 B F 131

F 132 M20 x 219mm length (Ramset SA20219) No. 19.60 B F 132

F 133 M24 x 197mm length (Ramset SA24197) No. 27.60 B F 133

F 134 M24 x 236mm length (Ramset SA24236) No. 32.20 B F 134

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* Galvanised medium duty expansion anchor bolt

including stud anchor, nut and washer: *(135 164)

F 135 6mm anchor diameter x 65mm long No. 1.60 B F 135

(Hilti HAS-KA M6 x 65)

F 136 6mm anchor diameter x 100mm long No. 2.70 B F 136

(Hilti HAS-KA M6 x 100)

F 137 8mm anchor diameter x 75mm long No. 2.80 B F 137

(Hilti HAS-KA M8 x 75)

F 138 8mm anchor diameter x 115mm long No. 3.10 B F 138

(Hilti HAS-KA M8 x 115)

F 139 10mm anchor diameter x 90mm long No. 3.30 B F 139

(Hilti HAS-KA M10 x 90)

F 140 10mm anchor diameter x 120mm long No. 3.90 B F 140

(Hilti HAS-KA M10 x 120)

F 141 12mm anchor diameter x 110mm long No. 4.20 B F 141

(Hilti HAS-KA M12 x 110)

F 142 12mm anchor diameter x 180mm long No. 6.20 B F 142

(Hilti HAS-KA M12 x 180)

F 143 16mm anchor diameter x 145mm long No. 9.20 B F 143

(Hilti HAS-KA M16 x 145)

F 144 20mm anchor diameter x 170mm long No. 10.00 B F 144

(Hilti HAS-KA M20 x 170)

F 145 6mm anchor diameter x 45mm long No. 1.30 B F 145

(Ramset Trubolt T6045)

F 146 6mm anchor diameter x 55mm long No. 1.30 B F 146

(Ramset Trubolt T6055)

F 147 6mm anchor diameter x 85mm long No. 2.30 B F 147

(Ramset Trubolt T6085)

F 148 8mm anchor diameter x 50mm long No. 1.30 B F 148

(Ramset Trubolt T8050)

F 149 8mm anchor diameter x 65mm long No. 1.40 B F 149

(Ramset Trubolt T8065)

F 150 8mm anchor diameter x 90mm long No. 2.40 B F 150

(Ramset Trubolt T8090)

F 151 8mm anchor diameter x 130mm long No. 2.70 B F 151

(Ramset Trubolt T8130)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 152 10mm anchor diameter x 60mm long (Ramset No. 1.50 B F 152

Trubolt T10060)

F 153 10mm anchor diameter x 75mm long (Ramset No. 1.60 B F 153

Trubolt T10075)

F 154 10mm anchor diameter x 90mm long (Ramset No. 2.60 B F 154

Trubolt T10090)

F 155 10mm anchor diameter x 120mm long (Ramset No. 3.10 B F 155

Trubolt T10120)

F 156 12mm anchor diameter x 80mm long (Ramset No. 2.90 B F 156

Trubolt T12080)

F 157 12mm anchor diameter x 100mm long (Ramset No. 3.00 B F 157

Trubolt T12100)

F 158 12mm anchor diameter x 140mm long (Ramset No. 3.50 B F 158

Trubolt T12140)

F 159 16mm anchor diameter x 100mm long (Ramset No. 3.70 B F 159

Trubolt T16100)

F 160 16mm anchor diameter x 125mm long (Ramset No. 4.00 B F 160

Trubolt T16125)

F 161 16mm anchor diameter x 175mm long (Ramset No. 5.50 B F 161

Trubolt T16175)

F 162 20mm anchor diameter x 120mm long (Ramset No. 6.10 B F 162

Trubolt T20120)

F 163 20mm anchor diameter x 160mm long (Ramset No. 7.20 B F 163

Trubolt T20160)

F 164 20mm anchor diameter x 215mm long (Ramset No. 12.60 B F 164

Trubolt T20215)

* Chemical Adhesive Galvanised stud anchor

including anchor rod, nut and washer: *(165 181)

F 165 8mm anchor diameter x 110mm long with No. 4.10 B F 165

chemical capsules (Ramset M8110/CHEM8)

F 166 10mm anchor diameter x 130mm long with No. 5.70 B F 166

chemical capsules (Ramset M10130/CHEM10)

F 167 12mm anchor diameter x 160mm long with No. 6.30 B F 167

chemical capsules (Ramset M12160/CHEM12)

F 168 16mm anchor diameter x 190mm long with No. 7.20 B F 168

chemical capsules (Ramset M16190/CHEM16)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 169 24mm anchor diameter x 300mm long with No. 15.30 B F 169

chemical capsules (Ramset M24300/CHEM24)

F 170 8mm anchor diameter x 80mm long with No. 7.10 B F 170

adhesive cartridge (Hilti HAS M8 + HVU)

F 171 10mm anchor diameter x 90mm long with No. 8.60 B F 171

adhesive cartridge (Hilti HAS M10 + HVU)

F 172 12mm anchor diameter x 110mm long with No. 10.20 B F 172

adhesive cartridge (Hilti HAS M12 + HVU)

F 173 16mm anchor diameter x 110mm long with No. 14.20 B F 173

adhesive cartridge (Hilti HAS M16 + HVU)

F 174 20mm anchor diameter x 170mm long with No. 20.80 B F 174

adhesive cartridge (Hilti HAS M20 + HVU)

F 175 24mm anchor diameter x 210mm long with No. 26.50 B F 175

adhesive cartridge (Hilti HAS M24 + HVU)

F 176 Hilti HVU M8 No. 5.50 B F 176

F 177 Hilti HVU M10 No. 6.50 B F 177

F 178 Hilti HVU M12 No. 7.40 B F 178

F 179 Hilti HVU M16 No. 9.30 B F 179

F 180 Hilti HVU M20 No. 11.50 B F 180

F 181 Hilti HVU M24 No. 12.70 B F 181

* 5mm thick stainless steel eye anchor of

internal diameter 15mm of Grade AISI 304

complete with stainless steel spacer *(182 184)

F 182 Supply eye-anchor only No. 2.30 B F 182

F 183 Supply and fix eye-anchor No. 7.40 B F 183

including drilling of holes, epoxy putty and

approved nylon plug

F 184 Supply and fix eye-anchor No. 6.30 B F 184

including epoxy putty and approved nylon

plug but exclude drilling of holes

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(57)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Roof Access Door Fixture

F 185 Supply and fix brass roller to roof access No. 16.10 B F 185

door

F 186 Supply and fix steel roller to roof access No. 7.50 B F 186

door

F 187 Supply and fix metal rails to roof access No. 40.00 B F 187

door

Padlocks

* Supply only "Yale" brass cylinder padlock

complete with 2 keys *(188 192)

F 188 30mm No. 11.50 B F 188

F 189 40mm No. 12.00 B F 189

F 190 50mm No. 17.60 B F 190

F 191 60mm No. 22.40 B F 191

F 192 70mm No. 36.20 B F 192

* Supply and deliver padlock with key alike

system (1 key for every 5 nos. of lock) *(193 205)

F 193 Abloy Model (PL 320C/20) No. 54.30 B F 193

F 194 Abloy Model (PL 3020C) No. 59.80 B F 194

F 195 Abloy Model (PL 330C/50) No. 79.35 B F 195

F 196 Abus Model 55 MB/30 No. 6.80 B F 196

F 197 Abus Model 55 MB/40 No. 8.60 B F 197

F 198 Abus Model 55 MB/50 No. 12.60 B F 198

F 199 Abus Model 83145 (0945) No. 26.40 B F 199

F 200 Abus Model 83IB/45 HB (long shackle) No. 27.60 B F 200

F 201 Abus Model 83/50 No. 45.60 B F 201

F 202 Abus Model 27/50 No. 66.00 B F 202

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F 203 Rocket Model ATS 30 No. 13.80 B F 203

F 204 Rocket Model ATS 40 No. 16.50 B F 204

F 205 Rocket Model ATS 50 No. 22.20 B F 205

F 206 Supply 300mm long chain/ring fixed to metal No. 2.70 B F 206

box, door etc for padlock

Security Padlocks

* Supply and deliver Security Padlocks with patented

key alike system *(F207 F210)

F 207 Abloy 50mm Security Padlock No. 90.00

F 208 Abloy 30mm Security Padlock No. 70.00

F 209 Multi 50mm Security Padlock No. 90.00

F 210 Multi 30mm Security Padlock No. 70.00

F 211 Key for Security Padlock No. 35.00

* Supply and Install powder coated metal key

cabinet c/w key holders and locking system

*(F212 F213)

F 212 For 50 keys and below No. 350.00

F 213 For 51 keys to 100 keys No. 600.00

Locksets

F 214 Supply and fix cam lock No. 19.30 B F 207

(Yale Model No. 490.3) for letter box or

other uses including spot weld the locking

nut, where necessary

F 215 Supply and fix approved No. 20.40 B F 208

master lock to door behind letter boxes

F 216 Supply and fix lock for notice board No. 13.70 B F 209

F 217 Supply and fix "Yale" 513/ No. 87.00 B F 210

32626 single cylinder mortice dead lock

F 218 Supply and fix cylinder rim No. 55.00 B F 211

drawback locks ("Union" 1332-SE, "Yale"

No. 1 or other approved) complete with

3 keys

F 219 Supply and fix cylinder No. 71.30 B F 212

mortice lockset complete with stainless

steel handle ("Union" 643/46/41, "Showa"

CL-05-240 or other approved)

F 220 Supply and fix cylinder mortice lockset No. 75.00 B F 213

complete with stainless steel handle and

3 nos key for key alike system

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

F 221 Supply and fix double cylinder No. 77.70 B F 214

mortice lockset with stainless

steel handle ("Union" 643/46/241, "Showa"

CL-26-240 or other approved)

F 222 Supply and fix brass cupboard or drawer No. 11.00 B F 215

locks of approved quality

F 223 Supply and fix sashlock to aluminium No. 14.40 B F 216

sliding window

F 224 Supply and fix single cylinder No. 83.50 B F 217

mortice lock "Union" 2441, "Yale"

514/32626 or other approved to aluminium

sliding door

F 225 Supply and fix single cylinder mortice lock No. 90.60 B F 218

with thumbturn and lever handle on both sides

"Accord 0706P2 (6072) 1405-SS-65 & 1591-SIS"

F 226 Supply approved dial face number No. 11.50 B F 219

combination lock

F 227 Supply and fix "Union" 8098 No. 15.00 B F 220

or other approved indicating bolt for toilet door

* Supply and install cylinder mortice night

latch for fire-rated Service Duct Door, etc

complete with stainless steel cup handle,

provision of keys including all fixing

accessories: *(228 231)

F 228 Accord 2332/1405 under MK and master key No. 75.00 B F 221

series MK48

F 229 Forte H6RP75ES under HDB master key series No. 67.80 B F 222

MK48

F 230 Union 2332 CH/300/2x13 under GIHG-PH and No. 87.00 B F 223

master key series GIHBG

F 231 Yale 3203A/214.62 under MKAA and master No. 81.60 B F 224

key series MK48

F 232 "Accord 2332/1405" lockcase No. 50.00 B F 225

F 233 "Forte H6RP75ES" lockcase No. 39.00 B F 226

F 234 Automatic locking rim lock with "TMR Series" key No. 100.00 B F 227

F 235 Supply and install door closing handle No. 80.00 B F 228

for toilet cubicle door

F 236 Take out locks, repair, oil and ease No. 7.40 B F 229

lock and refix to position

Sawn Timber

F 237 Supply and fix Sawn Kapoh Balau or m3 1588.00 B F 230

Keruing in wall plates, rafters, purlins,

or joists, collars, etc. including

tanalising or two coats wood preservative

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and fix Sawn Kapoh or

Keruing batten for tiles including

tanalising or two coats wood preservative

*(238 241)

F 238 50mm x 25mm m 1.10 B F 231

F 239 50mm x 40mm m 1.90 B F 232

F 240 75mm x 25mm m 1.80 B F 233

F 241 50mm x 50mm m 2.20 B F 234

F 242 Handrails not exceeding 5,000 sq mm in m 15.70 B F 235

sectional area

Wrot Timber

* Supply and fix Wrot Kapoh Balau or

Keruing *(243 248)

F 243 Fascia or barge boards m3 1633.60 B F 236

F 244 Frame, head, mullion, transome, handrails, m3 1780.30 B F 237

cill or boarding worked to the required

shape

F 245 Moulded architraves, cover fillets, etc m 1.50 B F 238

not exceeding 500 sq mm in sectional area

F 246 Moulded architraves, cover fillets, etc m 2.20 B F 239

exceeding 500 sq mm and not exceeding

1,000 sq mm in sectional area

F 247 Louvre blades or moulded skirtings not m 4.10 B F 240

exceeding 2,000 sq mm sectional area

F 248 Louvre blades exceeding 2,000 sq mm and m 4.10 B F 241

not exceeding 4,000 sq mm sectional area

* Supply and fix Wrot timber worked to the

required shape in small quantities not

exceeding 0.5m3 per job using *(249 250)

F 249 Wrot Chengal m3 2815.70 B F 242

F 250 Wrot Balau/Kapor m3 1984.10 B F 243

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Plywood Panels

* Supply and install Approved Waterproofed

Plywood Type WBP in panels *(251 256)

F 251 6mm thick m2 13.60 B F 244

F 252 9mm thick m2 15.70 B F 245

F 253 12mm thick m2 18.00 B F 246

F 254 15mm thick m2 19.80 B F 247

F 255 18mm thick m2 24.80 B F 248

F 256 25mm thick m2 30.40 B F 249

Laminated Plastic Sheets

* Supply and install approved LAMINATED

PLASTIC SHEETS ("STANDARD" quality) to

existing surfaces with approved adhesive

compound including preparation of surfaces

*(257 258)

F 257 1.3mm thick m2 28.70 B F 250

F 258 0.8mm thick m2 23.60 B F 251

Rubber Guard

F 259 Supply and fix 150mm x 30mm thick rubber m 51.80 B F 252

protection guard with 2 nos. HRD-N

fastener screws at 500mm centre to centre

to walls of dustbin compound

Locking Bar

* Purpose made 16mm diameter mild steel locking

bar welded to flat handle with slot including all

necessary hooks and shoots *(260 263)

F 260 250mm long weld to 38mm x 100mm x 5mm No. 8.90 B F 253

thick flat handle

F 261 300mm long weld to 38mm x 100mm x 5mm No. 9.30 B F 254

thick flat handle

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F 262 360mm long weld to 75mm x 100mm x 5mm No. 9.90 B F 255

thick flat handle

F 263 460mm long weld to 75mm x 100mm x 5mm No. 10.40 B F 256

thick flat handle

Lift Certificate Holder

F 264 Supply and fix 13mm x 5mm x 13mm aluminium No. 26.30 B F 257

"U" channel framing fix to lift car panel

by pop riveting

F 265 Supply and fix 6mm thick clear transparent No. 14.90 B F 258

polycarbonate sheet as lift certificate holder

inclusive polished edges and 4 holes at corners

with Philips head self-tapping screws

Stainless Steel Spike

F 266 Supply and fix 13mm long stainless steel No. 2.70 B F 259

spike sharpen from 3.2mm diameter rod

complete with 35mm x 15mm x 3mm base plate

including all necessary fixing accessories

Ball Catch

F 267 Supply and fix 60mm brass or satin nickel No. 8.20 B F 260

double ball catch to door, etc

F 268 Supply and fix 2 pairs of 60mm brass or Door 17.60 B F 261

satin nickel double ball catch to service

duct door including removing existing night

latch lockset, patching, painting and

making good affected area

Air-Con Opening Panel

F 269 Supply and fix 6mm thick waterproof Per job 94.50 B F 262

plywood Type WBP as air-con opening panel

including wrot balau/kapor timber frame,

seal up joint with approved sealing compound,

painting to match and make good all works

disturbed (overall size not exceeding 0.63m2

(Gondola shall be paid separately)

F 270 Supply and fix 2mm thick aluminium Per job 141.50 B F 263

sheet as air-con opening panel including

100 x 25 x 1.2mm natural anodised aluminium

frame, seal up joint with approved sealing

compound, painting to match and make good

all works disturbed (over size not exceeding

0.63m2) (Gondola shall be paid separately)

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Miscellaneous

F 271 Take out serviceable hinges, locks, No. 2.00 B F 264

bolts etc and refix to new doors/

windows etc.

F 272 Supply and fix pop rivets to aluminium No. 0.40 B F 265

louvre blade or other aluminium fittings

F 273 Supply and fix "Hilti" or other approved No. 2.40 B F 266

raw plug including use of gun and explosive

charges

F 274 Refix wall mounted bin including all No. 3.70 B F 267

necessary drilling, fixing screws, rivet,

bolts, nuts, etc.

F 275 Supply and fix 3mm thick galvanised mild steel No. 23.20 B F 268

chequered plate cover for CRC compactor room

locking device including 100mm pressed steel butt

hinges, locking eye and all necessary fixing

accessories (overall size not exceeding 0.15m3)

STEEL AND IRONWORKER

(To be read in conjunction with the Preambles)

Gutters

* Supply and fix 0.914mm or 20 gauge

galvanised steel rainwater eaves gutters

of the following girths including all necessary

fixing accessories, painting with one

coat of approved water proof roofing

compound to the internal surface of

the gutter and 1 primer coat and a finishing coat of

enamel paint externally *(001 004)

G 001 Not exceeding 0.5m girth m 40.90 B G 1

G 002 Exceeding 0.5m but not exceeding m 41.00 B G 2

0.75 m girth

G 003 Exceeding 0.75m but not exceeding m 49.00 B G 3

1.00 m girth

G 004 Exceeding 1.00m but not exceeding m 68.50 B G 4

2.00 m girth

G 005 Supply and fix 150mm diameter x 1.829mm or m 19.10 B G 5

15 gauge half round galvanised steel

rainwater eaves gutters including all

necessary fixing accessories

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(64)(MAY/129A)

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Stainless Steel Gutter

* Supply and fix 1.2mm thick stainless steel

gutter with GS brackets including all necessary

fixing accessories *(006 008)

G 006 Not exceeding 0.6m girth m 128.00 B G 6

G 007 Exceeding 0.6m but not exceeding 0.8m girth m 151.00 B G 7

G 008 Exceeding 0.8m but not exceeding 1.2m girth m 174.00 B G 8

G 009 Supply and fix stainless steel mesh, roof gutter m2 16.50 B G 9

including dressing over gutter sides and

fixing with rust-resistant nails

G 010 Spot solder or re-bolt joints Joint 1.70 B G 10

of zinc sheet gutter including touch

up with approved water proof

roofing compound internally and 1 primer coat and

a finishing coat of enamel paint externally

* Supply and fix UPVC gutter including

brackets, fixing clips, bolts, nails,

laying to fall *(011 012)

G 011 100mm diameter m 22.50 B G 11

G 012 150mm diameter m 32.40 B G 12

Rainwater Downpipe

G 013 Supply labour only for re-fixing loose No 1.70 B G 13

brackets of rainwater down pipes

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(65)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Gratings

G 014 DELETED

* Supply and install mild steel vertical

grating to 150mm wide scupper drain

surface water channel of the following

depth comprising 10mm diameter vertical

bars spaced 38mm centre to centre, all

framed up and welded to 19mm x 19mm x 3mm

thick angle horizontal top piece and

25mm x 3mm thick flat intermediate

piece, the ends of horizontal top

piece split and fixed to sides of

channel including 2 coats of

bituminous paint. *(015 016)

G 015 Not exceeding 450mm deep No 16.10 B G 15

G 016 Exceeding 450mm but not exceeding No 21.90 B G 16

750mm deep

* Supply and install mild steel vertical

grating to surface water channel exceeding

150mm but not exceeding 225mm wide of the

following depth comprising 10mm diameter

vertical bars spaced 38mm centre to

centre, all frame up and welded to

25mm x 25mm x 5mm thick angle horizontal

top piece and 25mm x 5m thick flat

intermediate piece, the ends of horizontal

top piece split and fixed to sides of

channel including 2 coats of bituminous

paint. *(017 018)

G 017 Not exceeding 450mm deep No 11.80 B G 17

G 018 Exceeding 450mm but not exceeding 750mm No 15.50 B G 18

deep

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(66)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and install mild steel vertical

grating to surface water channel

exceeding 225mm but not exceeding 300mm

wide of the following depth comprising

10mm diameter vertical bars spaced

38mm centre to centre, all framed

up and welded to 25mm x 25mm x 5mm

thick angle horizontal top piece and

25mm x 5mm thick flat intermediate

piece, the ends of horizontal top

piece split and fixed to sides of

channel including 2 coats of

bituminous paint. *(019 020)

G 019 Not exceeding 450mm deep No 19.00 B G 19

G 020 Exceeding 450mm but not exceeding No 24.00 B G 20

750mm deep

G 021 Supply and fix galvanised steel wire No 4.10 B G 21

balloon grating to top of 75mm to 150mm

vent pipes including spring

clips and 1 coat of bituminous paint

* Supply and fix galvanised steel pipes for railing purposes including all necessary

cutting, welding, bending to shape and fixing on

site including all necessary excavation, base

plate, concrete footings (spacing between footing

shall not exceed 1.2m) or raw plugs, bolts, etc.,

painted with 1 priming coat, 1 undercoat and

1 finishing coat (length measured nett from

surface for fixing in-ground) *(022 033)

G 022 Class A - 25mm diameter m 13.15 B G 22

G 023 Class A - 32mm diameter m 16.50 B G 23

G 024 Class A - 40mm diameter m 20.40 B G 24

G 025 Class A - 50mm diameter m 28.30 B G 25

G 026 Class A - 65mm diameter m 35.00 B G 26

G 027 Class A - 80mm diameter m 38.40 B G 27

G 028 Class B - 25mm diameter m 10.50 B G 28

G 029 Class B - 32mm diameter m 12.90 B G 29

G 030 Class B - 40mm diameter m 14.50 B G 30

G 031 Class B - 50mm diameter m 19.65 B G 31

G 032 Class B - 65mm diameter m 24.50 B G 32

G 033 Class B - 80mm diameter m 31.20 B G 33

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(67)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and fix stainless steel pipe for railing

purposes including all necessary cutting,

welding, polishing, bending to shape and

fixing on site including all necessary

excavation, base plates, concrete footings

(spacing between footing shall not exceed 1.2m)

raw plugs, bolts, etc. (length measured nett

from surface) for fixing in ground) *(034 043)

G 034 19.1mm diameter x 1.0mm thick m 19.80 B G 34

G 035 19.1mm diameter x 1.2mm thick m 21.70 B G 35

G 036 25.4mm diameter x 1.0mm thick m 24.30 B G 36

G 037 25.4mm diameter x 1.5mm thick m 28.10 B G 37

G 038 31.8mm diameter x 1.5mm thick m 34.60 B G 38

G 039 31.8mm diameter x 2.0mm thick m 35.40 B G 39

G 040 38.1mm diameter x 1.5mm thick m 39.70 B G 40

G 041 38.1mm diameter x 2.0mm thick m 44.50 B G 41

G 042 50.8mm diameter x 1.5mm thick m 50.20 B G 42

G 043 50.8mm diameter x 2.0mm thick m 56.60 B G 43

* Supply and fix stainless steel square tubefor railing purposes including all necessary

cutting, welding, polishing, bending to shape

and fixing on site including all necessary

excavation, base plates, concrete footings

(spacing between footing shall not exceed 1.2m)

or raw plugs, bolts, etc. (length measured nett

from surface)for fixing in ground) *(044 049)

G 044 19.1mm x 19.1mm x 1.2mm thick m 20.50 B G 44

G 045 25.4mm x 25.4mm x 1.5mm thick m 30.80 B G 45

G 046 31.8mm x 31.8mm x 1.5mm thick m 38.00 B G 46

G 047 38.1mm x 38.1mm x 1.5mm thick m 44.00 B G 47

G 048 40.0mm x 40.0mm x 2.0mm thick m 50.80 B G 48

G 049 50.8mm x 50.8mm x 2.0mm thick m 62.80 B G 49

G 050 Stainless steel flats, angles, plates, channels, kg 13.50 B G 50

bolts, etc. including cutting, welding,

polishing, bending and fixing on site

complete with other fixing accessories

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(68)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 051 Supply and install aluminium low jail bar m 195.00 B G 51

barrier in powder coated or anodised

finish including excavation, concrete

foundation and disposal of excavated

materials off site

(Drawing no. EM-TC-STD-BLDG-0102-07)

G 052 Supply and install aluminium low jail bar m 230.00 B G 52

barrier in powder coated or anodised

finish including aluminium cast base with

anchorage bolts

(Drawing no. EM-TC-STD-BLDG-0102-07)

G 053 Supply and install aluminium Double Row m 130.00 B G 53

Guard Rail in powder coated or anodised

finish including excavation, concrete

foundation and disposal of excavated

materials off site

(Drawing no. EM-TC-STD-BLDG-0102-06)

G 054 Supply and install aluminium Double Row m 163.00 B G 54

Guard Rail in powder coated or anodised

finish including aluminium cast base with

anchorage bolts

(Drawing no. EM-TC-STD-BLDG-0102-06)

G 055 Extra over for additional horizontal row m 23.00 B G 55

to Double Row Guard Rail

G 056 Extra over for additional horizontal or No. 40.00 B G 56

vertical diskonnect for turnings

Welding

G 057 Continuous fillet weld for welding loose, corroded m 17.20 B G 57

or new steel work including the provision of welding

rods, plant etc filing smooth,

repainting to match existing and the

cutting and removal of corroded

parts, if any. (New steel work

measured separately)

G 058 Spot welding for steel work No 0.70 B G 58

G 059 Continuous fillet weld for welding loose or new m 21.60 B G 59

stainless steel members including the provision

of stainless steel welding rods/

wires, brazing/welding plants etc

and filing smooth and polishing

(stainless steel measured

separately)

G 060 Spot welding for stainless steel work No 0.80 B G 60

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(69)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Bin/Refuse Chute

G 061 Supply and fix 1.219mm S.W.G. No 284.40 B G 61

anodised aluminium refuse chute door not

exceeding 3 metre square with approved stainless

steel butt hinges purpose-made steel padbolt and

5mm thick aluminium door frame including

bedding frame to wall in cement

mortar and rubber lining

G 062 Supply and fix anodised aluminium refuse No 162.30 B G 62

chute door including 100mm long stainless

steel butt hinges, purpose-made steel

padbolt

G 063 Supply and fix 250mm steel padbolt No 6.40 B G 63

to refuse chute/wooden door

including pop-riveting/necessary screw

G 064 Supply and fix 100mm aluminium alloy No 4.70 B G 64

butt hinge to refuse chute

door including pop-riveting

G 065 Supply and fix 130mm heavy duty No 4.70 B G 65

galvanised butt hinges to

refuse chute door including all

necessary insulating felt and

additional aluminium plate backing,

where necessary

G 066 Supply and fix rubber lining to m 1.90 B G 66

refuse chute doors/frames

G 067 Supply and fix 6mm thick stainless steel No. 9.20 B G 67

latch with 3mm thk stainless steel backing

plate to bin chute door including all

necessary drilling, fixing, screws, bolts,

nut, etc.

G 068 Supply and fix 9mm thick aluminium bolt No. 5.00 B G 68

staple to bin chute door including all

necessary drilling, fixing screws, etc.

G 069 Refix loose padbolts/barrel bolts No 3.60 B G 69

or hinge to refuse chute, switch

room, pump room and store room door/

w.c. or bathroom doors

including pop-riveting and

provision of additional aluminium

plate backing and shifting to new

position, where necessary

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(70)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 070 Supply and fix 40mm thick inspection cover No 541.20 B G 70

for refuse chute overall size

1140 x 1140mm to top of refuse chute

comprising of 1.2mm thick anodised

aluminium alloy sheets on both faces

supported with 1.2mm thick galvanised

"C" channel bracings and

infilled with rockwool insulation complete

with 5mm thick extruded aluminium

section framings including stainless steel

friction stay, hinges, etc to manufacturer's detail

G 071 Break through refuse chute wall for 1 Opg 35.30 B G 71

purpose of renewal of refuse chute

pipes etc and make good wall to match

existing and touch up with 2 coats of emulsion paint

G 072 Clear choke in refuse chute and cart Storey 14.50 B G 72

away to contractor's own dumping ground

Flashing

* Supply labour only for REFIXING LOOSE

FLASHING including all necessary additional

drive screws. *(073 074)

G 073 Not exceeding 300mm girth m 3.10 B G 73

G 074 Exceeding 300mm girth m 3.80 B G 74

G 075 Supply and fix 0.996mm B.G. purpose- m 11.80 B G 75

made aluminium not exceeding 300mm girth

to top of windows fixed with nails at

150mm centres to timber frames

including washers and sealing up

joint with "Evomastic" or other

approved sealing compound

G 076 Supply and fix 0.996mm B.G. purpose-made m 14.80 B G 76

aluminium flashing not exceeding 300mm girth

fixed to wall with masonry or ramset

nails at 150mm centres including

cutting groove in wall to receive

edge of flashing, patching up with

cement mortar and painting to match existing

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(71)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 077 Refix loose galvanised m 4.10 B G 77

steel/aluminium window flashing with

masonry or ramset nails at 150mm

centres including re-cutting groove in wall

and patching up with cement mortar

and painting to match existing

* Supply and fix aluminium sheeting

as cover, linings and flashing to

roof trap doors etc, including

bending to required shape, aluminium

nails/screws and washers *(078 080)

G 078 1.2mm thick m2 40.70 B G 78

G 079 2mm thick m2 49.00 B G 79

G 080 3mm thick m2 72.60 B G 80

Expansion Joints

* Supply and fix 0.794mm B.G. purpose-made

aluminium expansion joint cover

with "V" shaped groove in centre

including masonry nails with washers *(081 082)

G 081 Not exceeding 200mm girth m 9.30 B G 81

G 082 Exceeding 200mm girth but not exceeding m 17.60 B G 82

300mm girth

G 083 Refix loose aluminium expansion joint m 2.20 B G 83

covers to walls including masonry

nails and washers at approximately

150mm centres at both edges

Letterboxes

G 084 Supply and fix anodised aluminium letter No 24.40 B G 84

box flap complete with engraving of house

number to match existing (Non Anti-Junk Mail Type)

* Supply and fix aluminium letter

boxes anodised with natural colour,

fabricated in accordance with

HDB's standard drawing including

locks and keys and engraving with

house numbers (Masonry work measured

separately) *(085 086)

G 085 For shops (150 x 270 x 380mm) No 110.40 B G 85

G 086 For residential flats (110 x 270 x 380mm) No 103.50 B G 86

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(72)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and fix anodised aluminium front

section of letter box including engraved

numberings, aperture, locks and keys, etc.

adjusting to position to match existing *(087 088)

G 087 For shops (150 x 270mm) No 98.90 B G 87

G 088 For residential flats (110 x 270mm) No 92.00 B G 88

G 089 Supply and install 28mm width x 1mm No 3.40 B G 89

thick anodised with natural colour,

aluminium number plate to letter box with

engraving of house number 12mm height

including pop-rivetting and remove existing

damaged plate, complying to Singapore Post

requirements

G 090 Supply and install 300mm x 300mm x 700mm No 138.00 B G 90

height stainless steel litter bins to

junk mail box

G 091 Supply and install 330mm x 900mm height No 218.00 B G 91

stainless steel junk mail door and frame

with engraved sign (Junk Mail) on door

Fencing

* Supply and install 3.175mm B.G x 50mm

PVC coated mesh Chain Link Fencing of the

following heights including 50 x 50 x 6mm angle

iron posts at 3m centres with top bent to form

spurs and bottom cast in 300 x 300 x 450mm

deep concrete (1:3:6) foundations including

all necessary straining and tying wires and

split pins and priming and painting posts with

one coat alumimium paint:

(removal of existing fencing measured

separately) *(092 096)

G 092 1.20m high m 22.80 B G 92

G 093 1.50m high m 25.10 B G 93

G 094 1.80m high m 28.60 B G 94

G 095 2.10m high m 31.40 B G 95

G 096 2.40m high m 41.10 B G 96

G 097 Extra over 092 to 096 for infilling m2 15.10 B G 97

the mesh with one way interlocking

aluminium slat to direction as directed

by the SO, including two coats of enamel

paint to both sides of angle iron post as directed

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(73)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 098 Extra over 092 to 096 for infilling m2 21.50 B G 98

the mesh with double way interlocking

aluminium slat to direction as directed

by the SO, including two coats of enamel

paint to both sides of angle iron post as directed

G 099 Extra over 092 to 096 for 3 rows of barbed wires and m 1.80 B G 99

including additional 300mm height of mild steel angle

post at 3m centre straight on top bent to form spurs

G 100 Galvanised barbed wire fixed with and including m 0.30 B G 100staples etc.

G 101 Supply and install 1.2m height temporary m 3.90 B G 101

fencing consisting of 3 nos. horizontal

lines of galvanised double strand. 2.517mm

B.G. barbed wire stapled 300mm apart

onto and including 100mm diameter

Bintangore post with pointed bottom

and driven 450mm deep into ground

at 2.40m centres.

G 102 Remove existing galvanised mesh/ m 8.60 B G 102

PVC coated mesh chain link fencing not

exceeding 2.40m high including removal

of concrete footings, straining and angle

iron post

G 103 Repair fallen chain link fencing not m 4.40 B G 103

exceeding 2.5m high including supplying all

necessary extra straining tying

wires, split pins forming new

concrete base etc.

G 104 Resite existing chain link fencing not m 9.10 B G 104

exceeding 2.5m high including supplying all

necessary extra straining tying

wires, split pinns forming new

concrete base etc.

G 105 Replace existing PVC coated chain link fencing not m2 22.50 B G 105

exceeding 2.5m high including all necessary extra

straining tying wire

G 106 Supply and fix 2.40 metre height m2 126.00 B G 106

ww 3060 galvanised maxi mesh or

other approved fencing (min. 8.5

kg/m2), framed with 25 x 25 x 2.3mm thick

galvanised hollow section and galvanised

steel flat plate of 25 x 3mm thick;

constructed with 75 x 75 x 3mm thick

galvanised steel hollow section post at

2.6 metre centres and bedded in

450 x 450 x 600mm deep concrete (1:2:4)

foundation including 50 x 50 x 4mm thick

galvanised flat plate welded between hollow

section post and maxi mesh frame all as

specified in details drawing

(EM-TC-STD-BLDG-99-11A)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(74)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 107 Supply and install yellow/green powder m2 56.00 B G 107

coated to #358 welded mesh electrically

welded and heavily galvanised to BS729

size 75 x 12.5 x 4mm dia. including

50 x 50 x 3mm thick rectangular section

hot dipped galvanised iron steel post at

3 metre centre to centre and embedded

into 250 x 250 x 500mm deep concrete

(1:3:4) foundation to games court

G 108 Supply only yellow/green powder m2 14.00 B G 108

coated to #358 (75 x 12.5 x 4mm dia)

welded mesh of fencing

G 109 Supply only BRC hot-dip m2 33.20 B G 109

galvanised weld mesh 50 x 150 x 5mm dia for

fencing

G 110 Supply and install BRC hot-dipped m2 44.60 B G 110

galvanised weld mesh 50 x 150 x 5mm

diameter for fencing

G 111 Supply and install 2m high ball rebound m 300.00 B G 111

fence of 75mm x 12.5mm welded mesh having

a wire gauge of 4mm (with PVC coating)

complete with 50 x 50 x 3mm thick hot

dipped galvanised vertical posts spaced at

maximum 2.4mm intervals and embedded in

300 x 300 x 700mm deep concrete base

(1:2:4), 3 nos. 50 x 25 x 3mm thick hot

dipped galvanised horizontal rails (top,

middle and bottom). The horizontal rails

shall be welded to the vertical posts.

All posts and rails are to be finished

with one coat of primer and two coats of

enamel paint. The welded mesh shall be

electrically welded at every intersection,

powder coated and galvanised. The welded mesh

shall be sandwiched in between the vertical posts

and galvanised flat bar of size 38 x 4.5mm

and secured with M6 x 40mm long self-

driving screws complete with hexagonal

washer and rubber stopper

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(75)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 112 Supply and install 4m high ball catchment m 200.00 B G 112

fencing consists of:

(i) 50 x 50mm welded mesh having a wire gauge

of 2.95mm (with PVC coatings)

(ii) 48mm diameter x 3mm thick hot dipped

galvanised vertical posts spaced at maximum 3m

intervals and embedded in 250 x 250 x 600mm

deep concrete base (1:2:4)

(iii) 3 nos. 40mm diameter x 3mm thick

hot dipped galvanised horizontal rails

(top, middle and bottom). The horizontal

rails are to be fixed to vertical post with

galvanised fittings (T-joints, joints and

adjustable joints). All posts and rails

are to be finished with one coat of primer

and two coats of enamel paint. The welded

mesh shall be electrically welded at every

intersection, galvanised and PVC powder coated.

The horizontal wires shall come with a

structural crimp at every mesh. The

welded mesh shall be sandwiched in between

the vertical posts and galvanished flat bar

of size 19 x 4.5mm and secured with M6 x

40mm long self-driving screws complete

with hexagonal washer and rubber stopper

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(76)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 113 Supply and install 4m high fencing m 400.00 B G 113

consists of 2m high rebound fence at the

lower part and 2m high ball catchment

fence at the upper part. The vertical

posts shall be 50 x 50 x 3mm thick SHS

hot-dipped galvanised post spaced at

maximum 2.4m intervals and embedded in

300 x 300 x 700mm deep concrete base

(1:2:4) complete with 4 nos. 50 x 25 x 3mm

RHS hot-dipped galvanised horizontal rails

(top, middle [2 nos.] and bottom) to be

welded to the vertical posts. All posts

and rails are to be finished with one coat

of primer and two coats of enamel paint.

The upper part shall be 50 x 50mm welded

mesh having a wire gauge of 2.95mm (with

PVC coatings) and electrically welded at

every intersection, galvanised and PVC

powder coated

The horizontal wires shall come with

a structural crimp at every mesh. The

lower part shall 75mm x 12.5mm welded mesh

having a wire gauge of 4mm (with PVC

coatings) and electrically welded at every

intersection, galvanised and PVC powder

coated. All welded mesh shall be

sandwiched in between the vertical posts

and galvanised flat bar of size 38 x 4.5mm

and secured with M6 x 40mm long self-

driving screws complete with hexagonal

washer and rubber stopper

G 114 Extra over for Items 111 to 113 for Per Job 500.00 B G 114

endorsement and submission of drawings to

the relevant Authorities for approval by

Qualified Person/Professional Engineer

including site supervision when required

Doors

G 115 Supply and fix 1.219mm thk aluminium No 86.30 B G 115

WC/bathroom doors of size not exceeding

850 x 1800 including hook and band hinges,

mild steel cotter pins and brass

shoot bolts/cabin hook

G 116 Supply and fix mild steel hook No 5.70 B G 116

for aluminium wc bathroom door hinge

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(77)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 117 Supply and fix mild No 4.00 B G 117

steel strap hinge including

pop-rivetting to W.C./bathroom door

G 118 Supply and fix aluminium strap No 4.30 B G 118

hinge including pop-rivetting to W.C./

bathroom door

G 119 Supply and fix approved aluminium No 6.10 B G 119

strap locking bars of sizes 75mm to 200mm

long to hawker stalls aluminium door

including additional aluminium plate

backing and pop-riveting

G 120 Supply and fix 50mm thick access No 449.20 B G 120

trap door to RC roof

overall size 1150 x 1150mm comprising

1.2mm thick anodised aluminium alloy

sheets on both faces supported with

38 x 20 x 1.2mm thick galvanised steel

"C" channel bracings and 60 x 38 x 1.2mm

thick galvanised steel "C" channel

framings infilled with rockwool insulation

including approved hasp and staple,

brass rollers to manufacturer's details

in drawing (EM-TC-STD-BLDG-99-15, 16 & 17)

G 121 Supply and fix plastic roller to roof No 11.70 B G 121

access door

* Supply and fix natural anodised aluminium

framed sliding door (from approved

manufacturers) complete with sheet glass

and all necessary fixtures and fixing

accessories (Door frame, lockset, door closer

to be paid separately) *(122 123)

G 122 With 6mm thick clear sheet/float glass m2 133.50 B G 122

G 123 With 6mm thick tinted sheet/float glass m2 146.40 B G 123

G 124 Supply and fix mild steel Sliding m2 171.70 B G 124

and Folding Door including all

necessary fixtures, accessories and

1 priming coat and 2 finishing coats of

enamel paint to match existing

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(78)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Supply and fix natural anodised

aluminium framed with glass panel DOOR from

approved manufacturers complete with all

necessary fixtures and fixing

accessories etc (lockset,

floor spring and door closer to be paid

separately) *(125 126)

G 125 With 6mm thick clear sheet glass m2 188.00 B G 125

G 126 With 6mm thick tinted sheet glass m2 209.80 B G 126

* Supply and fix in replacement

natural anodised aluminium framed

FIXED PANEL from approved

manufacturers complete with all

necessary accessories, etc *(127 128)

G 127 With 6mm thick clear sheet glass m2 165.00 B G 127

G 128 With 6mm thick tinted sheet glass m2 170.80 B G 128

G 129 Supply and fix aluminium fixed full louvred m2 257.60 B G 129

door complete with 2.3mm thick extruded

aluminium louvred blades including

all necessary fixing accessories

(Door frame, lockset, door closer to be paid

separately) (EM-TC-STD-BLDG-99-19)

G 130 Supply and fix mild steel door frame m 31.80 B G 130

including fishtail holdfast

G 131 Supply and fix anodised aluminium half m2 283.30 B G 131

louvred and half panel door including

stainless steel or brass butt hinges and

all necessary ironmongery (Door frame, lockset,

door closer to be paid separately)

G 132 Supply and fix 100 x 25 x 2.3mm thk m 32.80 B G 132

aluminium door frame with 13mm wide inner

stopper frame including plastering and

painting (exclude Hinges)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(79)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 133 Supply and install approved pvc door not No 102.70 B G 133

exceeding 1.70m2 complete with brass hook

& eye and all necessary fixtures

*Stainless Steel/Polished Brass Fitting for Glass

Panels Including all necessary fixing

accessories *(134 137)

G 134 Patch locks No 108.00 B G 134

G 135 Bottom/Top patch 1 pair 108.00 B G 135

G 136 Floor spring 1 pair 177.00 B G 136

G 137 Handle 1 pair 73.50 B G 137

Gates

G 138 Supply and fix standard metal collapsible m2 127.40 B G 138

gates from approved manufacturers including

all necessary fixing lugs, guide rails,

rollers and gate locks. Prime and

paint with 2 coats of aluminium paint

G 139 Supply and install single or double leaf m2 126.10 B G 139

gate consisting of 50mm diameter galvanised

steel tubular framing filled in with 50 x

50mm weldmesh, 75mm diameter

galvanised iron tubular gate posts

with bottom end encased in 450 x 450

x 600mm concrete (1:2:4) foundation,

the gates hung on 2 pairs

approved hooks and ride hinges and

fitted with approved locking

bolt including all necessary welding

and painting (Net area of leaf

measured).

G 140 Supply and install mild steel grille gate Set 246.40 B G 140

(in accordance with HDB's standard

drawings) fixed to metal gate frame,

metal door frame or timber door

frame (frame measured separately)

with and including one primer coat

(red lead primer or zinc chromate

primer) and approved mortice lock

(but excluding hinges) of any

HDB's standard flower patterns and

sizes not exceeding 940mm width x

2140mm height

Windows

G 141 Supply and fix Safety Catch/sash lock for No 2.10 B G 141

aluminium sliding window

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* Supply and fix natural anodised aluminium

sliding window (from approved manufacturer)

complete with sheet glass and all

necessary fixing accessories *(142 143)

G 142 With 5mm thick clear sheet glass m2 189.20 B G 142

G 143 With 5mm thick tinted sheet glass m2 193.20 B G 143

G 144 Supply and fix adjustable louvred window Set 9.70 B G 144

with single control side

frames for 8 Nos. 150mm wide glass

or metal louvres in height including

rattleproof spring clips and all

necessary bolts and nuts and fixed to

wood, concrete or brick etc.

(Louvres measured separately)

G 145 Supply and fix adjustable louvred Set 12.20 B G 145

windows with dual control side frames

for 8 nos. 150mm wide glass or metal

louvres in height including

rattleproof spring clips and all

necessary bolts and nuts and fixed to

wood or brickwork etc. (Louvres

measured separately)

G 146 Supply and fix burglar proof type Set 12.80 B G 146

adjustable louvred window with

single control side frames for 8 nos.

150mm wide glass or metal louvres in

height including rattleproof spring

clips and all necessary bolt & nuts

and fixed to wood concrete or brick

etc (Burglar proof bars and louvres

measured separately)

G 147 Supply and fix burglar proof Set 15.10 B G 147

type adjustable louvred windows

with dual control side frames

for 8 nos. 150mm wide glass or metal

louvres in height including

rattleproof spring clips and all

necessary bolts and nutts and fixed

to wood or brickwork etc but burglar

proof type (Burglar proof bars

measured separately)

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G 148 Supply and fix 10mm square mild steel m 3.20 B G 148

burglar proof bars with rustproof finish

to brackets of adjustable louvred frame

G 149 Cost adjustment for each lourve add to No. 1.60 B G 149

(or deduct from items 144 to 147)

G 150 Extra over for forming mullions for No 2.80 B G 150

adjustable louvred window of any

height including spacers, bolts, nuts

and screws

G 151 Supply and fix 1.588mm thk extruded No 5.90 B G 151

aluminium lourved blades size not

execeeding 600mm x 150mm wide in

anodised finish to adjustable louvre

windows including pop rivets

G 152 Take down glass or metal louvres from Set 3.50 B G 152

adjustable louvre windows not

exceeding 12 louvres in height and

stack aside for re-use, dismantle

existing damaged louvre frame from

wall, timber frame and cart away debris

G 153 Service and repair adjustable Set 3.20 B G 153

louvre window frame including the

use of all necessary additional

spare parts, easing of windows,

refixing same to wall or timber frame

(fixing of louvre blades measured separately)

G 154 Fix existing metal louvre blade to No 0.90 B G 154

adjustable louvre window frame with pop-rivets

G 155 Fix existing glass to adjustable louvre window No 0.70 B G 155

G 156 Take down aluminium sliding windows/ m2 9.30 B G 156

doors, overhaul, ease, adjust

and grease all parts including all

necessary repairs and refixing same

to slide properly.

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Ceiling

G 157 Supply and fix 600 x 600 x 0.5mm thk m2 60.00 B G 157

Trinet or other approved perforated false

ceiling complete with standard fixing

accessories

* Supply and fix 600 x 600 x 0.7mm thk

Dampa AL-O or other approved unperforated

aluminium false ceiling in the following

colours complete with standard fixing

accessories *(158 159)

G 158 White m2 70.50 B G 158

G 159 Other colours m2 73.00 B G 159

G 160 Supply and fix Luxalon or other approved m2 63.60 B G 160

0.5mm thick perforated metal ceiling

including framing and fillets

G 161 Supply and install Luxalon m2 77.60 B G 161

or other approved 0.5mm thick perforated

aluminium ceiling including framing and fillets

G 162 Supply and install 10mm thick GE m2 141.40 B G 162

Lexan thermoclear twin walled solar

control venetian polycarbonate sheet in

standard tint complete with DS "168" black

anodised aluminium clamping bar system

and including fixing accessories

Bicycle Racks

G 163 Remove and cart away existing No. 1.80 B G 163

disused bicycle stands including painting

where necessary

G 164 Refix existing bicycle stands with No. 4.80 B G 164

ramset fixings including paint surfaces

to match existing at orginal position

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G 165 Refix existing bicycle stands with No. 5.50 B G 165

ramset fixings including paint surfaces

to match existing at new position

G 166 Supply and install standard bicycle parking No. 18.20 B G 166

rack comprising of 0.63m x 65mm diameter

mild steel pipe on 3mm thick 200 x 75mm

bracket welded at top 480mm above ground

level, the other end on 250 x 150mm bracket

bolt to floor with 6 Nos. M6 bolts and 2

nos. of 0.84m x 13mm diameter mild steel

bar bent and lapped for single side parking

including painting works

G 167 Supply and install standard bicycle No 20.10 B G 167

parking rack comprising of 0.63m x

65mm diameter mild steel pipe on 3mm thick

200 x 75mm bracket at top 480mm above

ground level, the other end embedded 150mm

deep in concrete (1:2:4) with 2 no. of

0.84m x 13mm diameter bar bent

and lapped for single side parking

including making good to concrete

surface and painting works.

G 168 Supply and install standard bicycle No 29.00 B G 168

parking rack comprising of 0.63 x 65mm

diameter mild steel pipe on 3mm thick

200 x 75mm bracket welded at top 480mm

above ground level, the other welded

on 3mm thick 250 x 150mm bracket bolted to

floor with 6 Nos. M6 bolts and 2 nos. of

1.68m x 13mm diameter mild steel bar bent

and lapped for double side parking

including painting works

G 169 Supply and install standard bicycle parking No 70.60 B G 169

rack comprising of 0.6m x 63mm diameter

stainless steel pipe of 1.20mm thick on

3mm thick 200 x 75mm bracket welded at

top 480mm above ground level, the other end

on 3mm thick 250 x 150mm bracket

bolted to floor with 6 Nos. M6 bolts and

2 Nos. 12mm diameter stainless steel

bar for bicycle parking

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G 170 Supply and install standard bicycle parking No 78.90 B G 170

rack comprising of 0.6m x 63mm diameter

stainless steel pipe of 1.20mm thick on 3mm

thick 200 x 75mm bracket welded at top

480mm above ground level, the other end

embedded 150mm deep in concrete (1:2:4)

with 2 nos. 12mm diameter stainless steel

bar for bicycle parking

Structural Steel Work & Metal Work

G 171 Mild steel such as flats, Kg 4.60 B G 171

angles, tees, channels, hollow sections,

square sections, rivets and bolts, etc. of any

size fabricated and fixed including welding

or bolting (for structural steel work only,

e.g linkway column, beam, roof trusses etc.)

G 172 Mild steel flats, angles, tees, channels, rivets, Kg 4.00 B G 172

and bolts, etc. of any size fabricated and fixed

including welding or bolting (for non-

structural steel work only e.g banner structure,

bollard post etc)

G 173 - DELETED -

G 174 Extra over mild steel rods, flats, angles, tees, Kg 1.00 B G 174

channels, hollow sections, rivets, bolts, etc.for hot-dipped galvanising

G 175 Supply and fix 75mm diameter Class No 47.00 B G 175

"C" mild steel pipe as litter bin

post not exceeding 1m in height from

ground level with top & bottom

capping welded together including

excavation & embedding 300mm in

concrete (1:2:4) foundation, bracket for

hanging bins and 1 coat of primer and

2 coats of enamel paint

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(85)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Galvanised Mesh

G 176 Supply and fix galvanised mesh, 3.3mm m2 18.00 B G 176

B.G. 50mm x 50mm weldmesh (ref No. 2210)

complete with wood frame with fillets including

painting

G 177 Supply and fix galvanised mesh, 3.3mm m2 32.00 B G 177

B.G. 50mm x 50mm weldmesh (ref No. 2210)

complete with steel frame with fillets including

painting

G 178 Supply and fix 1.2mm thk 12.5 x 12.5mm m2 10.00 B G 178

(ref 5518) galvanised mesh to ventilated

gap/opening

Zinc Sheets

G 179 Supply and fix 0.813mm or Gauge 21 m2 20.20 B G 179

zinc sheeting as valley gutters,

flashing to roof kerbs, chimneys,

pipes etc including hardwood plugs,

galvanised drive screws and washers

G 180 Supply and fix 0.813mm or Gauge 21 m2 23.80 B G 180

zinc sheeting as lining to doors,

windows, etc including hardwood

plugs, galvanised drive screws and washers

Signage

G 181 Supply and fix metal house number plate No 1.80 B G 181

sizes approximately 32mm x 57mm with

number of alphabet embossed including

all necessary painting

G 182 Supply and fix plastic house number plates No 0.80 B G 182

sizes approx. 40mm x 60mm height per digit

G 183 Remove signage plates (any size) from No 10.30 B G 183

walls and return to Town Council Office on

instruction of Superintending Officer including

making good works disturbed

G 184 Reinstall signage plates (any size) on No 10.70 B G 184

wall with all necessary fixing accessories

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(86)(MAY/129A)

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G 185 Collect old aluminium block number/address No 20.50 B G 185

plates and refix them to wall at height

to be directed by Superintending Officer

including re-spraying plate with one coat

of black enamel paint and yellow illuminated

paint

G 186 Remove from site damaged carpark sign posts No 11.60 B G 186

or bollards and making good all works disturbed

Clothes Rack

G 187 Supply and install 38mm diameter Each 5.10 B G 187

galvanised steel tubing as

clothes drying racks, 225mm long one end

splayed and the other end welded to plate

including necessary hacking, reinstatement

and painting

G 188 Supply and install 38mm diameter Each 6.30 B G 188

galvanised iron tubing as

clothes drying racks, 460mm long one end

splayed and the other end let into concrete

or brickwall including all necessary

hacking, reinstatement and painting

Bollards

G 189 Supply and fix 100mm diameter Class No 77.80 B G 189

"C" mild steel pipe as bollards with

height varying from 1.0m to 1.5m from

ground level with top and bottom capping

welded together including excavation and

embedding 300mm in concrete (1:2:4)

foundation and 1 coat primter and 2 coats

of enamel paint

G 190 Supply and fix 100mm diameter 3mm thick No. 182.40 B G 190

grade stainless steel pipe as bollards

with height varying from 1.0m to 1.2m

from ground level with top capped welded

including excavation and embedded in

concrete foundation (300 x 300 x 300)mm

G 191 Re-align bollard posts No. 5.30 B G 191

G 192 Supply and fix galvanised or wrought iron Kg 6.00 B G 192

bollard chain including hooks, rings,

staples, etc.

G 193 Supply and install 1m height flexible, reflective No. 180.00 B G 193

bollard complete with necessary fixing accessories

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(87)(MAY/129A)

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Chequered Plate

G 194 Supply and fix galvanised mild steel m2 64.30 B G 194

chequered plate, cut to size,

including all welding on site 2.5mm thk

(net plate thickness)

* Supply and fix mild steel chequered

plate, cut to size including all

necessary welding on site and 1 coat of

bituminous paint *(195 197)

G 195 3.0mm thk (net plate thickness) m2 52.40 B G 195

G 196 4.5mm thk (net plate thickness) m2 71.50 B G 196

G 197 3.0mm thk (net plate thickness) No 3.70 B G 197

for lightning conductor pit cover

centre drilled with a 20mm diameter hole

* Supply and fix aluminium chequered

plate, cut to size including all

necessary bolting, etc. *(198 199)

G 198 3.0mm thk (net plate thickness) m2 82.95 B G 198

G 199 4.5mm thk (net plate thickness) m2 113.80 B G 199

*Supply and fix aluminium perforated panel

including all necessary fixing accessories *(200 201)

G 200 3mm thick m2 172.50 B G 200

G 201 4.5mm thick m2 207.00 B G 201

Vents

G 202 Supply and fix aluminium fixed m2 219.10 B G 202

louvred vent to services room, etc.

complete with 2.3mm thick extruded

aluminium louvred blades & frames/mullion

necessary fixing accessories

(EM-TC-STD-BLDG-99-18)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Incense Burner

G 203 Supply and deliver to site incense No 52.90 B G 203

paper burner fabricated from 44 gallon

drum with top or side opening complete with

hinged door, 2 nos. 9mm dia. mild steel

handles, 25mm dia. perforated hole at not

more than 100mm c/c in 3 row

(min) with 2210 galvanised mesh

base netting supported by four legged

stand and finish with 2 coats of lead and chromate

free primer

G 204 Supply and deliver to site incense No 39.10 B G 204

paper burner fabricated from 44 gallon

drum with top opening and 25mm dia.

perforated hole at not

more than 100mm c/c in 3 row

(min) with 2210 galvanised mesh

base netting supported by four legged

stand and finish with 2 coats of lead and chromate

free primer

G 205 Supply and deliver to site incense burners No. 59.00 B G 205

fabricated from 44 gallon drum fitted with

expanded mesh cover on top with bolt

and nuts, and side opening completed

with hinged doors, 2 nos 9mmø mild

steel handles, 25mmø perforated hole

in 3 row with galvanized mesh base netting

supported by four legged stand and finish

with primer coat

Communal Refuse Chute

G 206 Supply and fix Grade 304 stainless steel Set 730.90 B G 206

communal refuse chute hopper to centralise refuse

chute complete with all necessary fixing

accessories as specified

G 207 Supply and fix Grade 304 stainless No 306.60 B G 207

steel refuse chute hopper's

cover to suit existing stainless steel

hopper including stainless steel hinges

G 208 Supply and fix stainless steel pin No 8.10 B G 208

for stainless steel hopper

G 209 Supply and fix approved No 65.50 B G 209

(Gauge 14) aluminium refuse chute hopper

(movable body) to existing aluminium

hopper frame including aluminium frame hinges

G 210 Supply and fix aluminium No 4.60 B G 210

hinges for aluminium hopper including

pop rivettings to cover and hopper

and all necessary felt

Foot Operated Refuse Hooper

G 211 Remove and fix back aluminium rivet Set 1.50 B G 211

for front panel for the replacement of

foot-pedal mechanism part

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(89)(MAY/129A)

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G 212 Service air cylinder and linkage No 16.50 B G 212

joints including lubricating and cleaning

(exclude replacement of parts)

G 213 Replace new air cylinder (OD 25mm, No 88.00 B G 213

shaft 10mm dia stroke 150mm)

G 214 Replace new air cylinder (OD 32mm, No 90.00 B G 214

shaft 12mm dia stroke 160mm)

G 215 Replace new air cylinder (OD 38mm - OD 41mm, No. 240.00 B G 215

shaft, 13mm dia - 14mm dia)

G 216 Replace stainless steel spring No 27.00 B G 216

including lubricating all joints within

the compartment

G 217 Replace stainless steel linkage bush No 6.00 B G 217

16mm (OD) x 10.2/12.2mm (OD) x 9.5mm (L)

G 218 Replace stainless steel CRC hopper handle No 50.00 B G 218

* Replace stainless steel bolt and

nut including nylon sleeve *(219 221)

G 219 M8 x 45mm No 2.50 B G 219

G 220 M10 x 50mm No 3.00 B G 220

G 221 M12 x 90mm No 4.50 B G 221

G 222 Replace foot pedal including lubricating No 76.40 B G 222

all joints within the compartment

G 223 Replace foot operated mechanism including No 439.00 B G 223

lubricating all joints all necessary

accessories shown in drawing no.

Notice Board

* Supply and installation of notice boards

to refer to the Term Contract for the

Supply and Installation of Carpark, Traffic

Sign and Estate Signboard *(224 225)

G 224 Supply & fix 3mm thick clear transparent m2 80.00 B G 224

polycarbonate cover

G 225 Supply only 3mm thick clear transparent m2 45.00 B G 225

polycarbonate cover

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G 226 Supply and replace hinges No. 4.00 B G 226

G 227 Supply and fix 2mm thick adhesive board m2 45.00 B G 227

backing

G 228 Re-apply adhesive coating onto m2 25.00 B G 228

existing backing board

G 229 Supply and fix 5mm thick clear m2 92.50 B G 229

polycarbonate or acrylic plastic sheet in

panel to Notice Board

including rubber glazing where necessary

G 230 Supply and fix 12.7mm thick soft board m2 51.00 B G 230

velvet fabric to Notice Board

G 231 Remove notice board and store in No. 20.20 B G 231

Town Council office or as directed

including making good disturbed work

Wrought Iron Holdfast

G 232 Supply and fix 25mm x 3mm x 230mm No 1.10 B G 232

long galvanised wrought iron holdfast

one end turned up and screwed to

frame, other end fishtailed and slot into wall

G 233 Cut into existing wall and fix No 4.50 B G 233

25mm x 3mm x 230mm long galvanised wrought

iron holdfast

Ramset Nail

G 234 Supply and fix ramset nail No.2330 or other No 0.50 B G 234

approved including the use of gun and explosives

Staircase Nosing

G 235 Supply and fix Stainless steel stair nosing m 16.10 B G 235

size 50mm x 35mm x 1mm thick of grade

304 with fishtail holdfast bedded in prepacked

mortar all as specified in detailed drawing

(EM-TC-STD-BLDG-99-02)

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Catladder

G 236 Aluminium catladder approximately 450mm m 124.90 B G 236

wide comprising of aluminium 'U' channel

handle, 25mm diameter tubular aluminium

rungs, complete with aluminium hooks,

brackets, rubber cappings and all necessary

fixing accessories

G 237 Aluminium retractable ladder overall 2900mm m 357.00 B G 237

long comprising of aluminium 'C' channel,

aluminium hooks, 25mm diameter aluminium

rungs spaced at 305mm apart and complete

with 2 sets of aluminium fixing brackets

including all necessary fixing accessories

G 238 Aluminium retractable ladder overall 5700mm m 707.90 B G 238

long comprising of aluminium 'C' channel,

aluminium hooks, 25mm diameter aluminium

rungs spaced at 305mm apart and complete

with 5 sets of aluminium fixing brackets

including all necessary fixing accessories

G 239 Aluminium cage guard comprising of 6 nos. No. 701.00 B G 239

of 32mm diameter (external) aluminium pipes

spaced not more than 650mm apart with 38 x

6mm thick vertical aluminium flats rivetted to

pipes and including all necessary fixing

accessories

G 240 Purpose made aluminium handrails to roof pr 328.00 B G 240

top access opening comprising of 32mm

diameter (external) aluminium pipe bent to

shape and welded with 10mm thick aluminium

plates and including all necessary fixing

accessories

Flushout Pipe

G 241 Supply and fix additional brackets to No. 21.70 B G 241

external flush out pipes and external main

risers with anchors set in brick wall or

concrete wall in detailed drawing

(EM-TC-STD-BLDG-99-20)

(Gondola and scaffolding to be paid separately)

Banner/Game Post/Flag Hole

G 242 Supply and fix 50mm (external diameter) m 52.00 B G 242

2mm thick grade 304 stainless steel pipe

for banner/games court post complete with

hooks including bedded in 300 x 300 x 300mm

concrete (1:2:4) footing (length measured nett

from surface)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(92)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 243 Supply and fix 3m height (0.5m to be embedded in pair 516.00 B G 243

concrete footing) x 75mm (external diameter) x 3mm

thik grade 304 stainless steel pipe as banner poles

complete with hooks including all necessary

excavation, base plates, concrete footings

(300 x 300 x 500mm)

G 244 Supply and fix stainless steel flag pole no. 965.00 B G 244

comprising the following:

(i) 75mm (external diameter) 3mm thick

grade 304 stainless steel pipe of

6m high (700mm embedded in concrete

footing;

(ii) 100mm diameter stainless steel ball

as top capping welded to pipe;

(iii) stainless steel pulley or other

approved;

(iv) 4.5mm thick nylon rope

(v) 500mm x 500mm x 700mm concrete

(1:2:4) footing including excavation,

formwork, 300mm x 300mm x 10mm mild

steel base plate welded to pipe;

(vi) 500mm x 500mm x 75mm concrete

skirting trowelled to a smooth

finish

Aluminium Composite Panel

* Supply and install aluminium composite

panel sandwiched between 2 skins of aluminium

alloy of 0.5mm thick with PVDF coating (top) and

polyester white/mill finish (bottom) complete

with necessary capping (standard colour)

complying with BS 476 Part 4, 6 & 7 *(245 247)

G 245 3mm thick m2 124.20 B G 245

G 246 4mm thick m2 133.40 B G 246

G 247 6mm thick m2 142.60 B G 247

* Supply and install aluminium honeycomb

composite panel sandwiched between 2 skins of

aluminium alloy of 1mm thick with pvdf

coating (top) and 0.5mm thick in polyester

white/mill finish (bottom) complete with

necessary capping (standard colour) complying

with BS 476 Part 4, 6 & 7 *(248 249)

G 248 10mm thick m2 165.60 B G 248

G 249 20mm thick m2 195.50 B G 249

G 250 Supply and install sandwich panels 10.65mm m2 207.00 B G 250

thick enamel steel top sheet 0.8mm aluminium

fluorcarbon finish bottom sheet bonded to 10mm

thick aluminium honeycomb as core include

aluminium capping and end capping (powder

coated finish)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 251 Extra over item 245 to 250 for curving m2 19.50 B G 251

of composite panel

* Replace aluminium composite panel

sandwiched between 2 skins of aluminium alloy of

0.5mm thick with PVDF coating (top) and polyester

white/mill finish (bottom) *(252 253)

G 252 4mm thk m² 112.00 B G 252

G 253 6mm thk m² 122.00 B G 253

G 254 Replace aluminium capping, aluminium extrusion and m 23.50 B G 254

gasket for existng composite roof panel

G 255 Aluminium Flat, angles, channel, hollow section etc kg 75.00

in natural anodised including cutting, bending and

fixing on site complete with other fixing accessories

Powder Coating

G 256 Provide powder coating to all metal m2 12.00 B G 255

work surface

G 257 Supply and fix 31.8mm x 1.5mm stainless steel No 34.30 B G 256

pipe grade 304 to existing galvanised pipe socket

at the external parapet wall including cutting off

existing pipe, pump in Hilti RE-500 adhesive

and make good all works disturbed

G 258 Supply and fix 31.8mm x 1.5mm stainless steel No 47.50 B G 257

pipe grade 304 to existing galvanised pipe socket

at the external parapet wall by drilling/coring 35mm

diameter through internal wall surface, pump in

Hilti RE-500 adhesive and make good all works

disturbed

G 259 Extra over for item 251 for cutting the existing No 16.50 B G 258

galvanised pipe socket at the external parapet

wall with and sealing off with non-shrink grout to

flush with wall and make good all works disturbed

Galvanised Stud

Supply and fix galvanised stud *(260 262)

G 260 M12 x 2m No. 3.00 B G 259

G 261 M16 x 2m No. 6.00 B G 260

G 262 M20 x 2m No. 9.00 B G 261

Mild Steel Bolt

Supply and fix mild steel half thread bolt *(263 271)

G 263 M12 x 100mm bolt with nut and washer Set 0.30 B G 262

G 264 M12 x 130mm bolt with nut and washer Set 0.40 B G 263

G 265 M12 x 150mm bolt with nut and washer Set 0.45 B G 264

G 266 M16 x 100mm bolt with nut and washer Set 0.55 B G 265

G 267 M16 x 130mm bolt with nut and washer Set 0.65 B G 266

G 268 M16 x 150mm bolt with nut and washer Set 0.70 B G 267ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(94)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

G 269 M20 x 100mm bolt with nut and washer Set 0.90 B G 268

G 270 M20 x 130mm bolt with nut and washer Set 1.10 B G 269

G 271 M20 x 150mm bolt with nut and washer Set 1.15 B G 270

* Supply and install security expanded mesh

complete with 3 coat painting include all

necessary fixing accessories *(272 274)

G 272 Expanded mesh SXM 1520 / SXM 1528 m2 33.60 B G 271

G 273 Expanded mesh SXM 2028 m2 35.85 B G 272

G 274 Expanded mesh SXM 3035 m2 45.00 B G 273

G 275 Supply and install stainless steel brackets to set 55.00

existing water tank covers

(EM-STD-STC01) & (EM-STD-STC-02)

PLASTERER AND WALL TILER

(To be read in conjunction with Preambles)

Plastering

* Prepacked mortar mix in 2 coats to walls, columns,

beams, soffits, etc applied WITHIN the

building *(001 002)

H 001 10 - 13mm thick m2 15.00 B H 1

H 002 18 - 20mm thick m2 15.60 B H 2

* Prepacked mortar mix in 2 coats to walls, columns,

beams, soffits etc applied from the EXTERNAL

face of building *(003 004)

H 003 10 - 13mm thick m2 17.00 B H 3

H 004 18 - 20mm thick m2 17.80 B H 4

H 005 Extra over plastering for forming 20 x m 2.00 B H 5

15mm deep groove lines to wall, columns,

beams etc as specified

H 006 Extra over for waterproofing compound in m2 1.40 B H 6

accordance with the manufacturer's

instructions incorporated in the plaster

works (applicable to other plasterer items)

H 007 White marble chipping Shanghai Plaster to m2 34.40 B H 7

walls including minimum 13mm thick prepacked

screed backing

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(95)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Glazed Tiling

H 008 108 x 108 mm white glazed tiling to walls m2 43.50 B H 8

including coved or rounded edged tiles

etc and prepacked screed

H 009 150 x 150 mm white glazed tiling to walls m2 45.00 B H 9

including coved or rounded edged tiles

etc and prepacked screed

H 010 108 x 108 mm coloured glazed tiling to m2 44.60 B H 10

walls including coved or rounded edged

tiles etc and prepaked screed

H 011 150 x 150 mm coloured glazed tiling to m2 47.30 B H 11

walls including coved or rounded edged

tiles etc and prepacked screed

H 012 100 x 200 mm white glazed tiling to walls m2 48.10 B H 12

including coved or rounded edge tiles

etc and prepacked screed

H 013 100 x 200 mm or 200mm x 200mm white based m2 44.90 B H 13

floral tile to wall including coved or

rounded edged tiles etc and prepacked screed

H 014 Supply and lay 100mm x 200 mm or m2 58.10 B H 14

200mm x 200mm coloured

based floral tile to wall including coved

or rounded edged tiles etc and prepacked screed

Homogeneous/Ceramic Tiling

H 015 Supply and lay ceramic tiles (Heavy Duty) m2 43.20 B H 15

of any sizes minimum 8mm thick including

coved or round edges of approved colour and

pattern, jointed, pointed, on and including

minimum 13mm thick prepacked screed backing

to wall

H 016 Supply and lay homogeneous polished m2 62.40 B H 16

wall tiles of any sizes minimum 8mm thick

including coved or round edge tiles of

approved colour and pattern, jointed,

pointed on and including backing to wall

prepacked screed

H 017 Supply and lay homogeneous unpolished m2 44.80 B H 17

wall tiles of any sizes minimum 8mm thick

including coved or round edge tiles of

approved colour and pattern, jointed,

pointed on and including minimum 13mm thick

backing to wall

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(96)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Patch up existing damaged homogeneous

unpolished/polished tiles to match existing

including all necessary hacking,

repointing *(018 020)

H 018 Not exceeding 0.3m2 per patch No. 19.60 B H 18

H 019 Exceeding 0.3m2 and not exceeding 0.5m2 per No. 32.60 B H 19

patch

H 020 Exceeding 0.5m2 and not exceeding 1m2 per No. 65.20 B H 20

patch

Mosaic Tiling

H 021 Supply and lay unglazed mosaic tiles m2 46.20 B H 21

19mm x 19mm or 25mm x 25mm walls including

coved tiles etc and prepacked screed

H 022 Supply and lay semi-glazed mosaic tiling m2 60.30 B H 22

to walls including coved tiles etc and

prepacked screed

H 023 Supply and lay glazed mosaic tiling to m2 57.80 B H 23

walls including coved and rounded edge

tiles etc and prepacked screed

Terrazzo

H 024 Supply and lay 20mm thick terrazzo on m2 45.00 B H 24

brick, block or concrete walls, column

surface polished including prepacked mortar

screed not exceeding 20mm thick and brass/

plastic dividing strips where necessary

Slate Tiling

H 025 Supply and lay natural slate tiles of m2 40.00 B H 25

10-15mm thick in any approved colours

and pattern jointed and pointed on and

including 13mm thick prepacked screed backing

to wall

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(97)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Granite Tiling

H 026 Supply and lay 10mm-13mm thick polished m2 122.00 B H 26

granite slabs of approved colour and

pattern, jointed, pointed on and including

minimum 13mm thick prepacked screed backing

to wall

H 027 Supply and lay 10mm-13mm thick unpolished m2 102.40 B H 27

granite slabs of approved colour and

pattern, jointed, pointed on and including

minimum 13mm thick prepacked screed backing

to wall

Pebble Wash Finishing

H 028 Supply and lay 15mm thick pebble wash m2 42.00 B H 28

finish (pebble size 3mm to 5mm) to wall,

columns, etc. laid in section including

provision of all necessary groove lines

Spalling Concrete

H 029 Hack 13mm `V' groove along crack, apply primer m 12.40 B H 29

and patching with epoxy mortar including painting

(inclusive of related works covered

in the drawing and specification)

(EM-TC-STD-LEAKS-99-03)

H 030 Repair of spalling concrete by patch repair with m2 165.00 B H 30

approved epoxy mortar including painting (inclusive

of hacking and other related works

covered in the drawing and specifications)

(EM-TC-STD-BLDG-99-04)

H 031 Repair of spalling concrete by patch repair m2 85.40 B H 31

with approved polymer modified sand-cement mortar

including painting (inclusive hacking and other

related works covered in the drawing

and specifications)

(EM-TC-STD-BLDG-99-04)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(98)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Repair of spalling concrete by pressure

grouting with non-shrink grout or other

approved materials including painting and

all as specified *(032 033)

(EM-TC-STD-LEAKS-99-06)

H 032 For area not exceeding 0.65m2 job 155.60 B H 32

H 033 Extra over item H032 for area exceeding m2 205.50 B H 33

0.65m2

H 034 Repair to cracks by epoxy injection m 42.00 B H 34

method including painting to repaired

surfaced as specified

(EM-TC-STD-LEAKS-99-04)

H 035 Repair to cracks by hacking "V" groove m 16.00 B H 35

along cracks and patch with approved

polyurethane sealant including painting

to the repaired surface

Hacking Works

H 036 Hack out cracks in concrete walls, slabs, m 3.70 B H 36

soffits and floors to form "V" shaped

grooves approximately 25mm wide x 37mm

deep, make good with prepacked mortar

and touch up paintwork to match existing

H 037 Hack existing plastered or concrete wall m2 2.10 B H 37

surface to form random keys, clean and

wash to receive new finish

H 038 Hack off existing damaged plastering, m2 2.80 B H 38

glazed wall tiles/terrazzo/mosaic tiles

and re-form keys on wall, tables and stools

to receive new finish

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(99)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Patching Works

* Patch up existing damaged wall tiles/mosaic

tiles (Unglazed, semi-glazed, glazed) with

new wall tiles/mosaic tiles to match with

existing including all necessary

hacking, re-pointing (rates also applicable

to tables, stools and play equipment) *(039 040)

H 039 Not exceeding 0.02 metre square per patch No 2.10 B H 39

H 040 Exceeding 0.02 and not exceeding 0.1 metre No 5.70 B H 40

square per patch

H 041 Patch existing holes not exceeding 150mm No 0.80 B H 41

square sectional area in walls, ceilings

etc with cement mortar or putty and

touching up painting to match existing

Skim Coating

* Skim coat of approved prepacked skimming

material applied from within the building *(042 043)

H 042 To walls m2 3.90 B H 42

H 043 To ceilings m2 4.20 B H 43

* Skim coat of approved prepacked skimming

material applied from the external face of

the building *(044 045)

H 044 To walls m2 4.60 B H 44

H 045 To sides soffit of beams and slabs m2 5.10 B H 45

H 046 Prepare and apply skim coating to external m2 10.40 B H 46

rc surfaces in two coats to a maximum

total thickness of 6mm using approved

prepacked skimming materials according to

manufacturer's instructions

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(100)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Miscellaneous

H 047 Supply labour for laying tiles (any grades, m2 26.20 B H 47

sizes, colours and patterns) including

13mm prepacked screed and pointing to wall

H 048 Pull out nails, hooks etc from walls and No 0.50 B H 48

ceilings and patch up hole including

touching up painting to match existing

H 049 Re-pointing joints of existing wall tiling m2 2.40 B H 49

in white cement including cleaning surface

on completion

H 050 Prepare and wash with high water jet m2 3.00 B H 50

and hypochloride acid or approved

detergent to remove all surface

contaminants on all surfaces

H 051 Spatterdash of cement slurry on existing m2 0.60 B H 51

surface to form key

GLAZIER

(To be read in conjunction with Preambles)

Glass Panes

* Ordinary quality clear sheet/obscured

glass etc. to timber/steel/

aluminium windows/doors/vents/partitions *(001 022)

I 001 4mm thick clear sheet glass m2 32.80 B I 1

I 002 5mm thick clear sheet glass m2 37.40 B 1 2

I 003 6mm thick clear sheet glass m2 42.00 B I 3

I 004 5mm thick obscured/frosted glass m2 44.10 B I 4

I 005 5mm thick tinted float glass m2 44.90 B I 5

I 006 6mm thick tinted float glass m2 54.50 B I 6

I 007 6mm thick clear tempered float toughened m2 100.40 B I 7

glass

I 008 8mm thick clear tempered float toughened m2 131.60 B I 8

glass

I 009 10mm thick clear tempered float toughened m2 152.10 B I 9

glass

I 010 12mm thick clear tempered float toughened m2 185.50 B I 10

glass

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(101)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

I 011 6mm thick tinted tempered float toughened m2 106.10 B I 11

glass

I 012 8mm thick tinted tempered float toughened m2 144.90 B I 12

glass

I 013 10mm thick tinted tempered float toughened m2 166.40 B I 13

glass

I 014 12mm thick tinted tempered float toughened m2 211.10 B I 14

glass

I 015 6.38mm thick clear laminated float glass m2 92.30 B I 15

I 016 8.38mm thick clear laminated float glass m2 124.60 B I 16

I 017 10.76mm thick clear laminated float glass m2 162.00 B I 17

I 018 12.76mm thick clear laminated float glass m2 236.30 B I 18

I 019 6.38mm thick tinted laminated float glass m2 108.40 B I 19

I 020 8.38mm thick tinted laminated float glass m2 134.60 B I 20

I 021 10.76mm thick tinted laminated float glass m2 194.20 B I 21

I 022 12.76mm thick tinted laminated float glass m2 277.50 B I 22

Glass Louvres

* The following in louvres (varying from 100

to 200mm wide) ordinary quality clear

float/obscured glass with ground and

polished edges fixed to metal or timber

frames *(023 026)

I 023 5mm thick m2 36.10 B I 23

I 024 6mm thick m2 40.70 B I 24

I 025 5mm thick obscured/frosted glass m2 44.80 B I 25

I 026 6mm thick obscured wired glass panes or m2 51.30 B I 26

louvres

I 027 Provide and apply putty for securing glass m 1.20 B I 27

panes to metal windows

I 028 Labour to take down one leaf tempered glass door to no 13.50 B I 28

clean, oil all mechanisms and refix in position with

proper alignment

I 029 Labour for taking out lock from tempered glass door, no. 7.60 B I 29

repair, oil and ease lock and refix in position with

proper alignment

I 030 Supply and fix "Armoshield armoclear 22 Code 1" m2 39.30 B I 30

glass protective coating

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(102)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

PAINTER

(To be read in conjunction with Preambles)

Synthetic Enamel Paint

* Painting plain surfaces of woodwork and

metal work etc, including sand papering as

specified *(001 002)

J 001 One finishing coat m2 2.00 B J 1

J 002 One undercoat and one finishing coat m2 3.10 B J 2

* Painting steel casement windows, metal

grilles, etc including sand papering as

specified. (Measured flat overall, Rate

inclusive of painting to both faces) *(003 004)

J 003 One finishing coat m2 2.80 B J 3

J 004 One undercoat and one finishing coat m2 4.90 B J 4

* Painting timber louvred surfaces including

sand papering as specified. (Measured as

flat both sides over area of casement.

Rate inclusive of painting to both faces) *(005 006)

J 005 One finishing coat m2 5.20 B J 5

J 006 One undercoat and one finishing coat m2 10.20 B J 6

* Painting pipes, railing, etc not exceeding

75mm diameter (round section) or not

exceeding 250mm girth (square or rectangular

section) or galvanised chain to swing

including sand papering as specified *(007 008)

J 007 One finishing coat m 1.00 B J 7

J 008 One undercoat and one finishing coat m 1.70 B J 8

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(103)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

* Painting pipes, railing, etc exceeding

75mm diameter but not exceeding 150mm

diameter (round section) or exceeding 250mm

but not exceeding 450mm girth (square or

rectangular section) including sand

papering as specified *(009 010)

J 009 One finishing coat m 1.50 B J 9

J 010 One undercoat and one finishing coat m 2.60 B J 10

* Painting to UPVC pipe not exceeding 75mm

diameter including sand papering using

synthetic enamel paint *(011 012)

J 011 One finishing coat m 0.90 B J 11

J 012 One undercoat and one finishing coat m 1.50 B J 12

* Painting to UPVC pipe exceeding 75mm

diameter but not exceeding 150mm diameter

including sand papering using synthetic

enamel paint *(013 014)

J 013 One finishing coat m 1.40 B J 13

J 014 One undercoat and one finishing coat m 2.50 B J 14

* Painting fillets, glazing bars, etc not

exceeding 150mm girth *(015 016)

J 015 One finishing coat m 0.90 B J 15

J 016 One undercoat and one finishing coat m 1.70 B J 16

* Painting metal lamp guard and fluorescent

tube casing in ONE UNDERCOAT and ONE

FINISHING COAT *(017 018)

J 017 600mm long No 2.00 B J 17

J 018 1.2m long No 2.80 B J 18

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(104)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

J 019 Cleaning and painting to fan blade and cage No 10.70 B J 19

in one undercoat and one finishing coat

Lead and Chromate Free Primer

* Painting metal surface with one coat of approved

lead and chromate free primer *(020 023)

J 020 General m2 2.70 B J 20

J 021 Not exceeding 75mm diameter/girth m 0.65 B J 21

J 022 Exceeding 75mm diameter/girth but not exceeding m 1.25 B J 22

150mm diameter/girth

J 023 Exceeding 150mm diamter/girth but not exceeding m 2.45 B J 23

300mm diameter/girth

Polyvinyl Butyral Etching Primer

* Painting metal surface with one coat of approved

polyvinyl butyral etching primer *(024 027)

J 024 General m2 2.50 B J 24

J 025 Not exceeding 75mm diameter/girth m 0.60 B J 25

J 026 Exceeding 75mm diamter/girth but not exceeding m 1.15 B J 26

150mm diameter/girth

J 027 Exceeding 150mm diameter/girth but not exceeding m 2.25 B J 27

150mm diameter/girth

* Painting to 50mm diameter Bird Hanging

Pole exceeding 5 metre but not exceeding

6 metre height *(028 029)

J 028 One finishing coat No 7.00 B J 28

J 029 One undercoat and one finishing coat No 11.00 B J 29

J 030 Painting one undercoat and one finishing No. 10.90 B J 30

coat of synthetic paint to external surface

of timber door including door frames to

door openings not exceeding 2.5m2

J 031 Painting one finishing coat of No. 7.00 B J 31

synthetic enamel paint to both faces of m.s.

gate not exceeding 2.5m2

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(105)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Aluminium Paint

* Painting metal adjustable louvred window

blades (Measured as flat both sides over

area of adjustable louvred window. Rate

inclusive of painting to both faces) *(032 033)

J 032 One coat m2 2.30 B J 32

J 033 Two coats m2 4.20 B J 33

* Painting metal collapsible gates, iron

folding gate etc. (Measured flat

overall. Rate inclusive of painting to

both faces) *(034 036)

J 034 One Coat m2 5.90 B J 34

J 035 Two coats m2 9.30 B J 35

J 036 On refuse chamber door in 2 coats m2 2.60 B J 36

* To pipes, railing, etc not exceeding 75mm

diameter or galvanised chain

to swing including sand papering as

specified *(037 038)

J 037 One finishing coat m 0.90 B J 37

J 038 One undercoat and one finishing coat m 1.60 B J 38

* To pipes, railing, etc exceeding 75mm

diameter but not exceeding 150mm diameter

including sand papering as specified *(039 040)

J 039 One finishing coat m 1.50 B J 39

J 040 One undercoat and one finishing coat m 2.60 B J 40

Acrylic Emulsion Paint

* Apply approved acrylic emulsion paint (with

maximum 10% dilution) to surfaces of walls,

ceilings, columns, etc including preparing

surfaces as specified *(041 043)

J 041 One coat m2 1.00 B J 41

J 042 Two coats (with maximum 10% dilution for m2 1.90 B J 42

first coat, and without water dilution on

second coat)

J 043 Three coats (with maximum 10% dilution for m2 2.60 B J 43

first coat, and without water dilution on

second and third coats)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(106)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Water Based Algae Resistant Emulsion Paint

* Apply approved water based algae

resistant emulsion paint to surfaces

of walls, ceiling, columns, etc including

preparing surfaces as specified *(044 046)

J 044 One coat m2 1.30 B J 44

J 045 Two coats (with maximum 10% dilution for m2 2.30 B J 45

first coat, and without water dilution on

second coat)

J 046 Three coats (with maximum 10% dilution for m2 3.30 B J 46

first coat and without dilution to second

and third coats)

Pesticide Paint

* Apply ENV approved pesticide paint (with

maximum 5% dilution) to surface of walls,

ceiling, column etc. including preparing

surfaces as specified *(047 048)

J 047 One coat (without dilution) m2 1.70 B J 47

J 048 Two coats (with maximum 5% dilution for m2 3.10 B J 48

first coat and without water dilution on

second coat

Bituminous Paint

J 049 Prepare and apply 1 coat of non-toxic m2 1.90 B J 49

bituminous paint on surface of mild steel

plate & rolled steel joists

J 050 Mild steel drain cover gratings m2 2.50 B J 50

dipped in Bitutect No. 1 or

approved bituminous paint (rate inclusive

of both faces)

Spray Painting to Lift Car

* Prepare and spray one finishing coat

of approved automobile paint *(051 053)

J 051 Lift car ceiling No 17.70 B J 51

J 052 Lift car frames and header No 12.20 B J 52

J 053 Lift car door (one side only) No 20.90 B J 53

Varnish To Woodwork

J 054 Stain, prepare and apply 2 coats shellac m2 6.30 B J 54

varnish on new or existing woodwork

J 055 Prepare and apply two coats of approved m2 6.10 B J 55

stain and wax polish or polyurethane varnish

on general surfaces of woodwork

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(107)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Spray Paint

J 056 Spray painting on plain surface of metal m2 2.00 B J 56

work in one finishing coat of synthetic

enamel paint

J 057 Spray paint lettering (300mm in height) No 48.30 B J 57

to CRC roller shutter surface "No Parking

Fine Max. $1,000/-".

* Spray painting of numerals/alphabets

to roller shutter of bin chute centre to

warn illegal parking of vehicle *(058 060)

J 058 Not exceeding 300mm high No 2.10 B J 58

J 059 Exceeding 300mm but not exceeding 600mm No 3.70 B J 59

high

J 060 Exceeding 600mm but not exceeding 1000mm No 5.30 B J 60

high

J 061 Spray painting of minimum 75mm high No 1.50 B J 61

numerals and letterings to bin chute

chamber door, storey indicator, pipes

service duct doors, dry riser inlet panel

etc ("No" means per pipe/door/dry riser/

inlet panel/indicator)

J 062 Spray painting of minimum 50mm high No 1.20 B J 62

numerals and letterings to bin chute

chamber door, storey indicator, pipes

service duct doors, dry riser inlet panel

etc ("No" means per pipe/door/dry riser/

inlet panel/indicator)

* Write or stencil of numerals/alphabets using quick

drying chlorinated rubber base of approved road line

paint without dilution on any types of surface in any

position *(063 064)

J 063 Not exceeding 75mm high No 0.90 B J 63

J 064 Add to (or deduct from) for each 25mm high over No 0.25 B J 64

or under) 75mm

Wood Preservative

* Apply approved wood preservative *(065 066)

J 065 One Coat m2 1.70 B J 65

J 066 Two Coats m2 3.00 B J 66

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(108)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

Game Court Lines

* Painting of Games Court lines with heavy

duty Thermal Plastic Polyurethane paint

or approved epoxy paint *(067 069)

J 067 38mm wide m 1.40 B J 67

J 068 50mm wide m 1.80 B J 68

J 069 100mm wide m 3.20 B J 69

Miscellaneous

J 070 Brush, wash down and apply one coat m2 1.00 B J 70

water-based sealer on concrete or

plastered surfaces

J 071 Paint existing column edge angle bar at m 1.70 B J 71

carpark using illuminated/fluorescent

paint

J 072 Apply approved polyurethane paint of m2 6.70 B J 72

2 pack system

J 073 Skilled labour to restore mural inclusive m2 5.60 B J 73

of paint etc

J 074 Paint existing table tennis top and exposed No 45.00 B J 74

edges with 2 coats approved paint, mark

out new lines and 2 coats of enamel paint to

steel hollow section frames

J 075 Painting to pipe at roof top not exceeding m 6.80 B J 75

150mm diameter including sand papering

using 2 coats of approved ceramic insulation

coating (minimum 300 microns dry-film

thickness)

J 076 Painting to pipe at roof top exceeding m 9.50 B J 76

150mm diameter but not exceeding 300mm

diameter including sand papering using 2 coats

approved ceramic insulation coating (minimum

300 microns dry-film thickness)

J 077 Apply one coat of rust inhabitor primer to m2 3.30 B J 77

metal surface to receive new coating

J 078 Apply 2 coats of approved ceramic insulation m2 12.70 B J 78

coating to surface of metal roof, etc. including

sand papering (minimum 300 microns dry-film

thickness)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(109)(MAY/129A)

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

ROADS AND CARPARKS

(To be read in conjunction with preambles)

Road Base

* Hand-pitched sledge granite road base as

specified properly rolled blinded and

compacted true to line, level and camber *(001 003)

K 001 200mm consolidated thickness (for repair m2 16.80 B K 1

of pot-holes/damaged roads exceeding 1m2)

K 002 225mm consolidated thickness (for repair m2 18.40 B K 2

of pot-holes/damaged roads exceeding 1m2)

K 003 100mm consolidated thickness coarse m2 7.80 B K 3

granite aggregate (crusher run) road base

all as specified deposited, spread,

levelled, well rolled and compacted

true to level and camber

Bituminous Premix

* Premix bituminous surfacing including

rolling with light and heavy rollers

successively to a consolidated thickness

as specified (including bituminous

emulsion tack coat) *(004 009)

K 004 Type W1/W3/W3B - 13mm thick m2 4.10 B K 4

K 005 Type W1/W3/W3B - 25mm thick m2 6.00 B K 5

K 006 Type W3/W3B - 40mm thick m2 7.90 B K 6

K 007 Type W3/W3B - 50mm thick m2 10.60 B K 7

K 008 Type B1 - 75mm thick m2 16.00 B K 8

K 009 For every 25mm thick over (or under) 75mm thick m2 3.30 B K 9of Type B1

Road Repairs

K 010 Repair to small pothole not exceeding 1 m2 No 44.60 B K 10

including the breaking up of existing

bituminous surfacing and granite pitching

and the reconstruction and proper

compaction of the same

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K 011 Patch up small potholes not exceeding No 34.50 B K 11

1m sq with 50mm premix bituminous

surfacing and properly compact

including the spraying of tack coat

on the surface of road base

* Scarify existing road surface including road humps,

if any and remove all loose material and brush clean

road base to receive new surfacing (for repair of pot-

holes/damaged roads exceeding 1m2) *(012 013)

K 012 Scarifying road surfaces not exceeding 50mm deep m2 2.00 B K 12

K 013 Scarifying road surfaces exceeding 50mm and not m2 3.30 B K 13exceeding 75mm deep

K 014 Break up existing road bed consisting of bituminous m3 23.90 B K 14

surfacing and granite pitching/sub base

Road Hump

K 015 Form bituminous road hump at car park to m2 65.00 B K 15

approved design including painting

with 3 coats of approved paint

K 016 80mm thick coloured interlocking paving blocks hump m2 85.00 B K 16

to car park to approved pattern including 50mm thick

compacted sand bed

K 017 Apply 1 coat of approved paint to road hump m2 6.60 B K 17

Kerb

* Precast concrete kerbstone of the

following size in detailed drawing

(EM-TC-STD-BLDG-99-21) mortar (1:3)

(Excavation and foundation

measured separately) *(018 026)

K 018 100mm x 150mm m 7.80 B K 18

K 019 100mm x 225mm m 10.90 B K 19

K 020 100mm x 300mm m 11.90 B K 20

K 021 100mm x 450mm m 14.50 B K 21

K 022 125mm x 175mm m 11.20 B K 22

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

K 023 125mm x 225mm m 11.40 B K 23

K 024 125mm x 300mm m 14.40 B K 24

K 025 150mm x 135mm m 12.20 B K 25

K 026 150mm x 260mm m 15.10 B K 26

Divider

* Supply, lay and join with cement mortar

(1:3) concrete divider kerbs (Excavation

and foundation measured separately) *(027 030)

K 027 300mm x 150mm m 17.50 B K 27

K 028 380mm x 200mm m 22.30 B K 28

K 029 450mm x 225mm m 28.10 B K 29

K 030 300mm x 180mm m 21.60 B K 30

K 031 Supply and install flexible road line No 141.30 B K 31

divider including excavation, grade 30

concrete footing with reinforcement and

all necessary accessories

(Drawing No. EM-TC-STD-BLDG-00-30)

K 032 Supply and install flexible road line No 101.00 B K 32

divider including all necessary accessories

(Drawing No. EM-TC-STD-BLDG-00-30)

K 033 Supply and install 225mm x 150mm x 150mm precast No 27.20 B K 33

concrete lane divider with 50mm dia retector disc

complete with G9 glass elements at both end and

painted with 2 coats of yellow quick drying chlorinated

rubber bases road paint including excavation, grade 30

concrete footing with reinforcement and all necessary

accessories

Aeration Slab

* Supply and lay precast concrete

aeration slab to approved CE design

in drawing detailed (EM-TC-STD-BLDG-99-21)

reinforced with 10mm diameter mild steel

bars on 40mm sand bed to carpark or

tree planting area including filling all

voids with approved top soil and turf

and all necessary excavation, trimming

and cart away surplus earth and debris

from site *(034 038)

K 034 600mm x 600mm x 75mm thick No 14.40 B K 34

K 035 675mm x 300mm x 65mm thick No 8.80 B K 35

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K 036 735mm x 330mm x 65mm thick No 11.50 B K 36

K 037 735mm x 735mm x 65mm thick No 22.50 B K 37

K 038 735mm x 735mm x 100mm thick No 24.90 B K 38

K 039 Supply labour for taking out existing m2 11.80 B K 39

loose carpark aeration slabs, select from

stack and re-lay slabs including compacting

ground with additional sand to required

level; filling voids and joints with top

soil and plant with cow grass and remove

all debris from site. (New slab measured

separately)

K 040 Construct flower pattern aeration concrete m2 47.00 B K 40

paving slab as shown in drawings

(EM-TC-STD-BLDG-04-01 & 02) includng

excavation, hardcore, granite fines, BRC B6,

grade 30 concrete, plant with cow grass, cart

away surplus earth and debris from site

K 041 Labour for only for relaying existing m2 4.80 B K 41

carpark aeration slab including compacting

ground with additional sand to required

level.

BG Slab

K 042 Supply and lay BG slabs including m2 43.20 B K 42

excavation of ground, provision of 50mm

thick sand bed and 50mm thick of sieved

find top soil and turfing in spaces

between and within slabs, repairs to

damaged edges of road surfaces etc and

cart away surplus materials.

K 043 Supply and lay BG slabs including m2 36.00 B K 43

excavation of ground, provision of 50mm

thick sand bed and repairs to damaged

edges of road surfaces etc and cart

away surplus material without 50mm thick

of sieved fine top soil and turfing in

spaces between and within slabs.

TURF PAVERS

K 044 Supply and lay 475mm x 475mm x 100mm precast m2 37.10 B K 44

concrete turf pavers on 40mm sand bed to car park

or tree planting area including filling all voids with

approved top soil and turf and all necessary

excavation, trimming and cart away surplus earth and

debris from site

K 045 Supply and lay 450 x 450 x 100mm interlocking m2 50.00

turf paver on 40mm sand bed to car park or

tree planting area including filling all voids with

approved to soil and turf and all necessary

excavation, trimming and cart away surplus

earth and debris from site

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SECTION CODE DESCRIPTION UNIT RATE ($) E M's CODE

DAYWORK

Provide labour and plant described in the

following items as may be ordered in writing

by the Superintending Officer (include

establishment charges and profit)

LABOUR

L 001 Labourer Hr 6.00 B L 1

L 002 Watchman Hr 6.00 B L 2

L 003 Painter Hr 8.50 B L 3

L 004 Concretor Hr 8.50 B L 4

L 005 Steel Bender and Fixer Hr 8.50 B L 5

L 006 Steel Worker Hr 10.00 B L 6

L 007 Welder Hr 10.00 B L 7

L 008 Carpenter Hr 10.00 B L 8

L 009 Pavior Hr 10.00 B L 9

L 010 Tiler Hr 10.00 B L 10

L 011 Plasterer Hr 10.00 B L 11

L 012 Mason/Brick/Block Layer Hr 10.00 B L 12

L 013 Joiner Hr 10.00 B L 13

L 014 Ironmonger Hr 10.00 B L 14

L 015 Roofer Hr 10.00 B L 15

L 016 Glazier Hr 10.00 B L 16

L 017 Drainlayer Hr 10.00 B L 17

L 018 Scaffolder Hr 10.00 B L 18

L 019 Wireman Hr 10.00 B L 19

L 020 Mechanic Hr 10.00 B L 20

L 021 Lorry Driver Hr 10.00 B L 21

L 022 Licensed Electrician (Technician Grade) Hr 12.50 B L 22

L 023 Licensed Plumber Hr 12.50 B L 23

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PLANT

L 024 Motor Lorry (Pick-up) not more than 2.50 Hr 18.30 B L 24

tonne including fuel and driver

L 025 Motor Lorry 3 tonne size including fuel and Hr 25.60 B L 25

driver

L 026 Motor Lorry 7 tonne size including fuel and Hr 31.90 B L 26

driver

L 027 (Kato KR 20H) including fuel and driver Hr 89.50 B L 27

L 028 Motor Lorry mounted with crane including Hr 29.40 B L 28

fuel and operator (6½ tonne lifting capacity)

L 029 Motor Lorry mounted with crane including Hr 38.00 B L 29

fuel and operator (10 tonne lifting capacity)

L 030 Air compressor with air delivery capacity Hr 21.10 B L 30

not less than 4 cu m per minute including

pneumatic tools, fuel and tool sharpening

(no labour)

L 031 Wheel or crawler shovel or excavator loader Hr 59.20 B L 31

with back hoe bucket not exceeding 0.4 cu m

or 1.30 cu m loader bucket capacity

including fuel and driver e.g. Kobe 904, JCB

L 032 Power loader or rubber-tyre wheels Hr 51.00 B L 32

1.20 cu m bucket capacity (Flywheel horse

power 60 KW range) including fuel and driver

L 033 Traxcavator 1.00 cu m capacity including Hr 62.00 B L 33

fuel and driver eg. CAT 933

L 034 Power driven pump - 38 to 50mm size including Hr 12.00 B L 34

fuel

L 035 Power driven pump - 75mm size including fuel Hr 16.00 B L 35

L 036 Diesel powered field welding machine Hr 13.70 B L 36

with minimum capacity 300 amp

L 037 Concrete mixer 200/140 litre capacity Hr 11.80 B L 37

including fuel

L 038 Concrete mixer 300/200 litres capacity Hr 13.30 B L 38

including fuel

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MECHANICAL SUSPENDED CRADLES

L 039 Submit drawings and roof plans duly endorsed Block 400.00 B L 39

by Professional Engineer (building having

similar roof plans/design shall be included

in this rate and shall NOT be paid separately)

L 040 Carry out testing of mechanical suspended Test 230.00 B L 40

cradles by (M & E) Professional Engineer and

obtain approval from the relevant Authorities

(testing of suspended cradle is required if the

validity period of the cradle has expired)

L 041 Supply and install mechanical suspended Unit 575.00 B L 41

cradle not exceeding 5 metres length to

the roof including PE endorsement

certifying the proper installation of

suspended cradle according to the PE's

design calculations, drawings and roof plans,

application/submission of electricity supply to various

authorities for approval by licensed electrical worker

(hiring charges and shifting shall be paid

separately)

L 042 Hiring charge of approved mechanical suspended Day 60.00 B L 42

cradle not exceeding 5m length including all

accessories, safety precautions and all necessary

shifting of suspended cradles

Mobile Scaffold

L 043 Mobile scaffold compliance with safety regulations Per 115.00 B L 43

and taking down after use (the height of the Job

mobile scaffold must not exceed 3 times its lesser

base dimension) (per job duration)

L 044 Add for item L043 for labour in dismantling, No 57.50 B L 44

shifting to new location and re-erection

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Timber Scaffold

L 045 Erect double layer timber scaffolding compliance m2 10.00 B L 45

with safety regulations including taking down

after use (height of scaffolding not exceeding

15m high. A minimum of 5 metre width shall

be paid) (Measured from the base for which

scaffolding rests)

Metal Scaffold

L 046 Erect metal scaffolding compliance with safety m2 21.00 B L 46

regulations not exceeding 15 metre height

including taking down after use (Measured from

the base for which scaffolding rests)

L 047 Erect metal scaffolding compliance with safety m2 23.00 B L 47

regulations exceeding 15 metre height but not

exceeding 35 metre height including taking

down after use (Measured from the base for

which scaffolding rests)

Hiring Charge of Mobile Lifting Plaform

L 048 Submit drawings and design calculations Blk 462.90 B L 48

by Professional Engineer to the relevant

Authorities for approval to install mobile

lifting platform (building having similar

plans/designs shall be included in this

rate and shall NOT be paid separately under

one operation)

L 049 Submit the certification of supervision Test 238.00 B L 49

by Professional Engineer certifying the

proper installation of mobile lifting

platform according to the Professional

Engineer's design calculations and drawings

L 050 Carry out test of mobile lifting platform Test 396.75 B L 50

by approved person (PE Structural Engineer

and PE Mechanical Engineer) from the

relevant authorities

L 051 Supply and install Single Mast Mobile Unit 1058.00 B L 51

Lifting platform not exceeding 11 metres

length including subsequent removal off

site upon completion of work, making good

to affected area (hiring changes shall

be paid separately)

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* Hiring charge of Single Mast Mobile

Lifting Platform including all accessories

and safety precautions up to a height of 15 storey subject to a minimum of one week rental.)

*(052 053)

L 052 For one month month 2875.00 B L 52

L 053 For one day day 120.00 B L 53

*Extra over for every storey exceeding

15 storey *(054 055)

L 054 For one month month 115.00 B L 54

L 055 For one day day 5.00 B L 55

L 056 Labour for shifting approved Drive Unit Shift 920.00 B L 56

Mast Platform including supervision

by Professional Engineer

HIRING OF SELF-PROPELLED AERIAL

PLATFORM/BOOMLIFT

Note:

The Hiring charge for Self-propelled

Aerial Platform/Boomlift (item 057 to 072)

to be paid will be based on the minimum

amount calculated using daily, weekly and

monthly rates

L 057 Transportation and installation of self- no. 345.00 B L 57

propelled Aerial Platform/Boom lift on

site and subsequent removal off site

upon completion of work including make

good to affected area (Hiring charge

shall be paid separately)

* Hiring of Self-propelled Aerial Platform/

Boomlift of maximum platform height of

12m : *(058 060)

L 058 For daily day 345.00 B L 58

L 059 For weekly week 1265.00 B L 59

L 060 For monthly month 2944.00 B L 60

* Hiring of Self-propelled Aerial Platform/

Boomlift of maximum platform height of

18m :* (061 063)

L 061 For daily day 460.00 B L 61

L 062 For weekly week 1610.00 B L 62

L 063 For monthly month 3680.00 B L 63

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* Hiring of Self-propelled Aerial Platform/

Boomlift of maximum platform height of

25m : *(064 066)

L 064 For daily day 747.00 B L 64

L 065 For weekly week 2530.00 B L 65

L 066 For monthly month 6210.00 B L 66

* Hiring of self-propelled Aerial platform / Boomlift

of maximum platform height of 30 metres

*(067 069)

L 067 For daily day 897.00 B L 67

L 068 For weekly week 3036.00 B L 68

L 069 For monthly month 7452.00 B L 69

* Hiring of self-propelled Aerial platform / Boomlift

of maximum platform height of 33.5 metres

*(070 072)

L 070 For daily day 987.00 B L 70

L 071 For weekly week 3440.00 B L 71

L 072 For monthly month 8197.00 B L 72

* TESTING OF MATERIALS *(073 086)

L 073 Pull out test for plaster point 92.00 B L 73

(Per point for external)

L 074 Pull out test for plaster point 92.00 B L 74

(Per point for internal)

L 075 Pull out test for brick tile point 115.00 B L 75

(Per point for 200 x 200mm)

L 076 Polymer Modified Sand Cement age 345.00 B L 76

Mortar : Compressive Strength Test

(Test Method : ASTM C109 : 1992)

L 077 Polymer Modified Sand Cement test 345.00 B L 77

Mortar : Setting Time Test

(Test Method : BS4550 : Part 3 Section

3.6 : 1987)

L 078 Polymer Modified Sand Cement test 690.00 B L 78

Mortar : Shrinkage Test

(Test Method : ASTM C531 : 1995)

L 079 Polymer Modified Sand Cement age 517.50 B L 79

Mortar : Bond Strength Test

(Test Method : ASTM C190 : 1985)

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L 080 Polymer Modified Sand Cement test 920.00 B L 80

Mortar : Polymer Solid Content Test

(Test Method : Chemical Analysis)

L 081 Polymer Modified Sand Cement test 690.00 B L 81

Mortar : Air Permeability Test

(Test Method : Modified Figg Air Test)

L 082 Non-shrink Pressure Grout Flow test 115.00 B L 82

Consistency Test

(Test Method : ASTM C939 - 93)

L 083 Non-shrink Pressure Grout Epansion/ test 345.00 B L 83

Shrinking Test

(Test Method : ASTM C940 - 89)

L 084 Non-shrink Pressure Grout Bleeding Test test 172.50 B L 84

(Test Method : ASTM C940 - 89)

L 085 Non-shrink Pressure Grout Setting Time Test test 172.50 B L 85

(Test Method : ASTM C953 - 87)

L 086 Non-shrink Pressure Grout Compressive test 230.00 B L 86

Strength Test

[Test Method : ASTM C942 - 88 (1991)]

L 087 Services rendered by licensed cable detection hr 86.25 B L 87

worker for site excavation including

preparation of cable detection report (purchase

of drawings shall be paid separately)

(A minimum of 3 hours shall be paid per job

per site)

L 088 Submission to the relevant authority for job 138.00 B L 88

approval to commence earthworks for

excavation around high tension cable

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L 089 Visual inspection on external façade and roof Blk 80.00

by contractor including report (one hardcopy and

one softcopy) with photos and plans clearly

indicating the locations

*Professional Engineer's certificate of supervision for

façade repair (Rate not subject to tender adjustment)

*(090 094)

L 090 Area not exceeding 100m2 Blk 510.00

L 091 Area exceeding 100m2 but not exceeding 300m2 Blk 1158.00

L 092 Area exceeding 300m2 but not exceeding 600m2 Blk 1905.00

L 093 Area exceeding 600m2 but not exceeding 900m2 Blk 2820.00

L 094 Area exceeding 900m2 Blk 3960.00

*Professional Engineer's certificate of supervision for

façade pinning to brick/tile cladding

(Rate not subject to tender adjustment)

*(095 096)

L 095 Not exceeding 200 numbers Item 510.00

L 096 For every 100 numbers in excess of 200 numbers Item 180.00

L 097 To engage Building Consultant or Professional Blk 842.00

Engineer to conduct condition survey for HDB Block

(60 units and below) on external finishes of building

façade by visual inspection and thermographic

scanning. The Building Consultant or Professional

Engineer shall prepare a report with photos and

drawings / diagrams indicating clearly the defects

including quantities and proposed method of repairs

on per block basis (rate not subject to tender

adjustment)

L 098 To engage Building Consultant or Professional Blk 1000.00

Engineer to conduct condition survey for HDB

Block (between 61 units and 120 units) on

external finishes of building façade by visual

inspection and thermographic scanning. The

Building Consultant or Professional Engineer shall

prepare a report with photos and drawings /

diagrams indicating clearly the defects including

quantities and proposed method of repairs on

per block basis (rate not subject to tender

adjustment)

L 099 Extra over for Item (098) for every 10 units Item 60.00

exceeding the 120 units (rate not subject to

tender adjustment)

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PLAY EQUIPMENT AND SITEWORKS

(to be read in conjunction with preambles)

RC Tables & Stools

M 001 900mm diameter R.C. table and 6 Nos of No 737.00 B M 1

300mm diameter R.C. stools complete with

terrazzo finish on all exposed surfaces all

as specified in detailed Drawing

(EM-TC-STD-BLDG-99-05, 06 & 07)

M 002 900mm diameter R.C. table and 6 Nos of No 682.30 B M 2

300mm diameter R.C. stools complete with

glazed mosaic tiles finish on all exposed

surface all as specified in detailed Drawing

(EM-TC-STD-BLDG-99-05, 06 & 07)

M 003 300mm diameter R.C. stool complete No 86.80 B M 3

with glazed mosaic tiles finish on

all exposed surface

(EM-TC-STD-BLDG-99-05, 06 & 07)

M 004 600mm diameter R.C. stool complete No 145.60 B M 4

with glazed mosaic tiles finish on

all exposed surface

(EM-TC-STD-BLDG-99-09)

M 005 300mm diameter R.C. stool complete No 68.30 B M 5

with terrazzo finish on all exposed

surface (EM-TC-STD-BLDG-99-05, 06 & 07)

M 006 600mm diameter R.C. stool complete No 125.80 B M 6

with terrazzo finish on all exposed

surface (EM-TC-STD-BLDG-99-09)

M 007 Outdoor reinforced concrete seat as No 1054.00 B M 7

specified and as shown in drawing

(EM-TC-STD-BLDG-99-24)

M 008 Reinforced concrete table and seats as No 2410.00 B M 8

specified and as shown in drawing

(EM-TC-STD-BLDG-99-25)

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M 009 Square reinforced concrete table and seats No 940.00 B M 9

as specified and as shown in drawing

(EM-TC-STD-BLDG-99-26A)

M 010 900mm square RC table in polished tile No 278.20 B M 10

finish and support finish with skim coat,

sealant and two coats of emulsion paint as

specified and as shown in drawings

(EM-TC-STD-BLDG-0102-01)

M 011 900mm square RC table with 4 nos. of 750 x No 929.00 B M 11

550 RC seats with back rest in polished

tiles finish and support finish with skim

coat, sealant and two coats of emulsion

paint as specified and as shown in drawings

(EM-TC-STD-BLDG-0102-02)

RC Bench

M 012 R.C. Type "A" bench with back rest No 1090.00 B M 12

and 850mm diameter R.C. table

complete with 50 x 50 glazed mosaic tile

finish on all exposed surfaces all as

specified in detailed Drawing

(EM-TC-STD-BLDG-99-08 & 09)

M 013 R.C. Type "B" bench with back rest and No 764.00 B M 13

complete with 50 x 50 glazed mosaic tile

finish on all exposed surface all as

specified in detailed Drawing

(EM-TC-STD-BLDG-99-08 & 09)

M 014 1.20m x 0.6m R.C. bench with round curved No 239.00 B M 14

end and 300mm thick curved reinforced

concrete supports finish with terrazzo

on all exposed surfaces including

excavation and 600 x 600 x 300mm deep

concrete (1:2:4) footing foundation

in detailed drawing (EM-TC-STD-BLDG-99-21)

(Concrete slab measured separately)

M 015 1.20m x 0.6m R.C. bench with centre divider No 246.00 B M 15

and two 100mm thick reinforced concrete

supports finish with glazed mosaic on all

exposed surfaces including excavation and

2 Nos. 600 x 300 x 300mm deep concrete

(1:2:4) footing foundation in detailed

drawing (EM-TC-STD-BLDG-99-22) Concrete

slab measured separately)

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M 016 1.55m L-shaped RC bench in polished tiles No 550.00 B M 16

finish and support finish with skim coat;

sealant and 2 coats of emulsion paint as

specified and as shown in drawing

(EM-TC-STD-BLDG-0102-03)

M 017 1.2m x 0.55m two seater RC bench with No 267.00 B M 17

backrest in polished tiles finish and

support finish with skim coat; sealant and

2 coats of emulsion paint as

specified and as shown in drawing

(EM-TC-STD-BLDG-0102-04)

M 018 0.75mx 0.55m one seater RC bench with No 162.00 B M 18

backrest in polished tiles finish and

support finish with skim coat; sealant and

2 coats of emulsion paint as

specified and as shown in drawing

(EM-TC-STD-BLDG-0102-05)

Park Tables & Benches

M 019 Supply and install park bench with No 163.80 B M 19

kapur slats and cast iron powder coated

frame (635mm x 600mm) at location as

directed by the SO including painting,

varnishing, fixing accessories, carting

away earth, etc. (EM-TC-STD-BLDG-1102-08)

M 020 Supply and install park bench with No 226.00 B M 20

kapur slats and cast iron powder coated

frame (635mm x 1200mm) at location as

directed by the SO including painting,

varnishing, fixing accessories, etc.

(EM-TC-STD-BLDG-1102-08)

M 021 Supply and install timber bench with 6 No 360.00 B M 21

nos. balau slats (50 x 100)mm and powder-

coated welded steel frame at location as

directed by SO including painting,

varnishing (EM-TC-STD-BLDG-00-31) etc.

M 022 Supply, delivery and install park table No 275.40 B M 22

with kapur slats and cast iron powder coated

frame (1380mm x 720mm x 690mm) at location

as directed by the SO including painting,

varnishing, fixing accessories, etc.

(EM-TC-STD-BLDG-1102-08)

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M 023 Supply, deliver and install 2-seater cast No 415.00 B M 23

aluminium bench at location as directed by

Superintending Officer

M 024 Supply, deliver and install Chengal timber No 713.00 B M 24

BBQ table cum bench (1500mm x 1200mm) at

location as directed by the Superintending

Officer including painting and varnishing

and as shown in drawing

(EM-TC-STD-BLDG-99-27)

M 025 Supply, deliver and install balau timber No 233.00 B M 25

garden table with cast iron powder coated

frame (1220mm x 600mm x 630mm) at location

as directed by the Superintending Officer

including painting, varnishing and fixing

accessories (EM-TC-STD-BLDG-1102-08)

* Supply and fix timber bench as specified in

detailed drawing (EM-TC-STD-BLDG-99-01)

*(026 027)

M 026 With concrete base No 410.00 B M 26

M 027 Without concrete base No 306.00 B M 27

* Supply and install surface mounted recycle

plastic bench with powder-coated cast

aluminium frame at location as directed by

the SO including fixing accessories, cart

away earth, etc (EM-TC-STD-BLDG-1102-09)

*(028 029)

M 028 1200mm length No 1175.00 B M 28

M 029 1800mm length No 1400.00 B M 29

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* Supply and install surface mounted recycle

plastic bench with powder-coated cast

aluminium frame at location as directed by

the SO including fixing accessories, cart

away earth, etc (EM-TC-STD-BLDG-1102-10)

*(030 032)

M 030 1200mm length No 622.00 B M 30

M 031 1500mm length No 660.00 B M 31

M 032 1800mm length No 680.00 B M 32

* Supply and install recycle plastic park

bench with powder-coated steel frame at

location as directed by SO including

fixing accessories, cart away earth, etc

(EM-TC-STD-BLDG-1102-11) *(033 036)

M 033 1200mm length with concrete footing No 1200.00 B M 33

M 034 1200mm length without concrete footing No 1140.00 B M 34

M 035 1500mm length with concrete footing No 1380.00 B M 35

M 036 1500mm length without concrete footing No 1310.00 B M 36

M 037 Supply and install 1-seater plastic coated bench with No 420.00 B M 37

armrest

M 038 Supply and install 2-seater plastic coated bench with No 820.00 B M 38

armrest

M 039 Supply and install 3-seater plastic coated bench with No 1200.00 B M 39

armrest

M 040 Supply and install plastic coated 1067mm diameter Set 1650.00 B M 40

table top complete with 4 plastic coated seats with

backrest

M 041 Supply and install divider for plastisol bench No 42.00 B M 41

Table Tennis Table

M 042 Standard table tennis table with mild steel No 238.50 B M 42

hollow frame as shown on Standard Drawing

(EM-TC-STD-BLDG-99-10)

Play/Fitness Equipment

M 043 Supply and fix "U" channel swing socket No 3.50 B M 43

M 044 Supply and fix stainless steel chain m 12.10 B M 44

for swing seat

M 045 Supply and fix thick Swing seat complete No 19.10 B M 45

with fish plates

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M 046 Supply and fix rubber tyres including No 31.80 B M 46

bracket as swing seat (without galvanised

chain)

M 047 Supply and fix steel bearing for see-saw/ No 20.30 B M 47

swing

M 048 Supply and fix 50mm thick see-saw seat No 106.00 B M 48

size approximately 4.3m long x 250mm wide

including supplying new bolts, "U" brackets

for holders, etc and fixing to existing

supports

M 049 Supply and fix rubber stopper to underside No 6.60 B M 49

and sea-saw including fixing screws

M 050 Supply and fix see-saw "U" shaped handle No 17.40 B M 50

of 16mm round bar, 280mm high and 170mm

wide complete with washers, bolts and nuts

M 051 Labour and materials for taking out No 244.30 B M 51

part/members of merry-go-round for

servicing and replacement of steel

bearings, shafts etc, including

greasing all movable parts, re-assemble

and making good all work disturbed

M 052 Grease movable parts of playground No 3.50 B M 52

equipments, trap door track etc. on

the bearings, fulcrum, swivel

M 053 Supply and fix standard climbing No 42.80 B M 53

nylon rope 32mm diameter including

fixing of brackets

M 054 Supply and fix standard nylon No 327.10 B M 54

netting size 2.3m x 2.3m consisting

of 32mm diameter nylon rope tied

together with approved knot to form

a net to match existing

M 055 Supply and install to fitness corner m3 1784.00 B M 55

balau treated timber for pressure

impregnation with a suitable wood

preservative to an average dry salt

retention of 5.6 kg/m3 and complying with

SS72 and treated in accordance with SS CP1

* Supply and fix treated chengai timber

logs of various diameter to fitness

corner *(056 062)

M 056 75 mm diameter m 18.50 B M 56

M 057 100 mm diameter m 31.40 B M 57

M 058 125 mm diameter m 48.20 B M 58

M 059 150 mm diameter m 66.60 B M 59

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M 060 200 mm diameter m 110.30 B M 60

M 061 250 mm diameter m 163.70 B M 61

M 062 300 mm diameter m 232.00 B M 62

* Supply and lay 50mm thick (40mm thick

rubber based and 10mm thick poured cap)

EPDM cast-in-situ flooring area with or

without graphic (Removal of existing EPDM rubber

flooring to be paid separately) *(063 067)

M 063 Not exceeding 1m2 per job 190.00 B M 63

M 064 1m2 to not exceeding 5m2 m2 140.00 B M 64

M 065 5m2 to not exceeding 10m2 m2 110.00 B M 65

M 066 10m2 and above m2 85.00 B M 66

M 067 For every 10mm thick of rubber base m2 6.90 B M 67

exceeding 40mm thick

M 068 Remove existing EPDM rubber flooring (any thickness) m2 8.00 B M 68

including all necessary labour, plants and machinery

and disposal off site

Games Court

M 069 Supply and lay a layer of synthetic m2 2.20 B M 69

membrane(Terram Grade 500, Remay Takton

3201 or other approved geotextile fabric) to the

bottom of children playground sand bed,

surround sub-soil pipes and other locations

M 070 Supply and fix acrylic basketball board Pair 1495.00 B M 70

size 1800 x 1200 x 18mm thick

M 071 Supply and fix marine plywood basketball board Pair 800.00 B M 71

size 1800 x 1200 x 20mm thick

M 072 Supply and fix standard basketball court No 40.30 B M 72

ring (without net)

M 073 Supply and fix basketball nylon netting No 18.60 B M 73

M 074 Supply and fix 50mm to 75mm Pair 99.00 B M 74

diameter Class "C" mild steel pipe

standard games court post complete with

hooks for Sepak Takraw/Badminton Court

including excavation and casting of concrete

footing (if necessary), 3 coats enamel paint

M 075 Supply and lay "Tennislife" TL 2000 or m2 20.70 B M 75

other approved texture coating to

hardcourt surface including all necessary

surface preparation and line marking

according to manufacturer's instruction

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Pebbles

M 076 Supply, deliver and lay on site Kg 1.20 B M 76

smooth pebbles (any colour) of size

10 - 50mm as specified by SO (concrete

base and top screed measured separately)

M 077 Supply, deliver and lay on site Kg 1.10 B M 77

smooth grey or black pebbles of size

40mm and above as specified by SO

(concrete base and top screed measured

separately)

Sub-Soil

Supply and lay UPVC perforated pipes in

trench including all necessary excavation,

loose rubble packing surrounds and

wrapped with approved non-woven

geotextile fabric

(Drawing No. EM-TC-STD-BLDG-99-22)

*(078 079)

M 078 100mm diameter m 19.00 B M 78

M 079 150mm diameter m 23.60 B M 79

M 080 - DELETED -

M 081 - DELETED -

M 082 - DELETED -

M 083 - DELETED -

M 084 - DELETED -

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* Supply & lay prefabricated subsoil

drainage system (strip drain or other

approved) of 40mm thickness according to

manufacturer's instructions (Excavation of

trench measured separately) *(085 087)

M 085 200mm width m 13.30 B M 85

M 086 300mm width m 19.40 B M 86

M 087 400mm width m 26.70 B M 87

Miscellaneous

M 088 Rub down, clean, polish and wax all exposed m2 8.20 B M 88

surfaces of terrazzo work such as slide,

chess table and stool etc

M 089 Supply and fix selected polish m2 345.00 B M 89

granite top of 20mm thick with bevel

or round edge mount onto bench by adhesive

or bonding cement including removal of

existing damage granite finished granite

top

M 090 Labour and material to replace damaged No 81.00 B M 90

chess/draught set on existing terrazzo

finish R.C. table complete with laying of

new terrazzo finish and polishing of

surfaces

M 091 Supply and install 50mm diameter Class "B" No 119.00 B M 91

galvanised steel pipe as bird hanging pole,

height varies from 5 to 6 metre from ground

level with top end of pipe bend 600mm

and the bottom end welded with a

200 x 200 x 6mm thick steel plate encasted

with 250 x 250 x 600mm high concrete

foundation (Total length of pipe ranges from

6.2 to 7.2 metre long) including excavation,

forming 150mm diameter cement skirting,

nylon rope complete with pulleys and hooks

M 092 Construct permanent incense burner No 1520.00 B M 92

including concrete base at ground floor

of open spaces as shown on standard drawing

(EM-TC-STD-BLDG-99-23)

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(130)(MAY/129A)

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CEILING LEAK REPAIRS

(to be read in conjunction with preambles)

Repair of Leaks

N 001 Hack away existing plasterwork to expose Patch 15.00 B N 1

building components for visual inspection

inclusive of reinstatement works to

match existing (for areas not exceeding

0.20 m2 per patch)

N 002 Repair cracks by epoxy injection m 47.80 B N 2

N 003 Expose the concrete surface, grind, dampen and m2 15.00 B N 3

apply crystalline waterproofing materials according

to manufacturer's instructions

N 004 Repair water seepage through porous m 98.90 B N 4

concrete by injecting approved water

reactive polyurethane based chemical grout

according to manufacturer's instructions

N 005 Repair water seepage through porous concrete for rc m 135.00 B N 5

water tanks by injecting PUB's approved water reactive polyurethane based chemcial grout according to the

manufacturer's instruction. (Flushing, cleaning,

sterilisation, testing of water samples to be carry out

under Term Contract for Sanitary Works)

* Remove existing screed and addition

of new waterproofing sand-cement screed

minimum 20mm thick of 1 part cement to

2 parts sand by weight with approved

waterproofing additive and laid as

specified *(006 007)

N 006 For area not exceeding 3.5m2 (per unit) Job 122.50 B N 6

N 007 For area exceeding 3.5m2 (per unit) m2 31.50 B N 7

N 008 Repair to water leakage through floor Point 72.00 B N 8

slab around sanitary piping/floor trap

using approved water plug or non-shrink

grout inclusive of the use of bonding

agent and make good the repaired area with

waterproofed mortar and floor tiles to

match with the existing floor tiles and

bedding around pipe and other related

works as specified

N 009 Rectification of sanitary opening on rc Job 125.00 B N 9

slab to details as specified and shown

in drawings attached (per unit) (tiling work

measured separately)

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N 010 Add to last item for each additional Job 50.00 B N 10

opening in the same unit

N 011 Extra over rectification of sanitary m2 62.00 B N 11

opening for ceramic floor tiles finish

N 012 Extra over rectification of sanitary m2 51.50 B N 12

opening for mosaic floor tiles finish

Floor Finishes

* Removal of existing screed and addition

of new non-shrink grout or other approved

materials screed minimum 20mm thick, and

laid as specified *(013 014)

N 013 For area not exceeding 3.5m2 (per unit) Job 191.00 B N 13

N 014 For area exceeding 3.5m2 (per unit) m2 52.00 B N 14

* Supply and lay homogeneous ceramic floor

tiles on cement and sand (1:2) screed with

approved waterproofing additive by weight

(a minimum thickness of 13mm at the lowest

end of the fall) to match with the

surrounding inclusive of bedding screed

and other related works as specified *(015 016)

N 015 For area not exceeding 3.5m2 (per unit) Job 220.00 B N 15

N 016 For area exceeding 3.5m2 (per unit) m2 60.00 B N 16

* Supply and lay mosaic tiles on

waterproofing cement and sand (1:2)

screed with approved waterproofing

additive by weight (a minimum thickness

of 13mm at the lowest end of the fall)

to match with the surrounding and

inclusive bedding screed and other

related works as specified *(017 018)

N 017 For area not exceeding 3.5m2 (per unit) Job 189.00 B N 17

N 018 For area exceeding 3.5m2 (per unit) m2 52.00 B N 18

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N 019 Extra over for floor finishes repair Point 35.00 B N 19

to water leakage through floor slab

around sanitary piping/floor slab or

other porous area using approved water

plug or non-shrink grout inclusive of the

use of bonding agent

*Waterproofing *(020 022)

N 020 Application of liquid-applied elastomeric m2 11.20 B N 20

waterproofing membrane inclusive of

preparing the concrete floor / wall surface including

upturn priming and curing according to

manufacturer's instructions

N 021 Application of crystalline or m2 10.30 B N 21

cementitious waterproofing compound onto

the concrete surface inclusive of

preparing the concrete surface priming

and curing according to manufacturer's instructions

N 022 Application of liquid-applied flexible m2 13.20 B N 22

cementitious waterproofing membrane

inclusive of preparing the concrete

surface priming and curing according to

manufacturer's instruction

PILING WORKS

(to be read in conjunction with preambles)

Piling Rigs

* Provide and assemble piling equipment

on site including all necessary tools and

appliances, moving it around site,

subsequent dismantling and removal on

completion *(001 003)

P 001 Rig to drive bakau piles Item 600.00 B P 1

P 002 Rig to drive kempas piles Item 900.00 B P 2

P 003 Rig to drive precast concrete piles up to Item 2500.00 B P 3

110 tonne capacity

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Bakau Piles

* Supply and drive bakau piles including

cutting of piles *(004 007)

P 004 50mm diameter not exceeding 2.2m long No. 3.00 B P 4

P 005 50mm diameter exceeding 2.2 and not No. 4.50 B P 5

exceeding 4.4m long

P 006 50mm diameter exceeding 4.4m and not No. 9.50 B P 6

exceeding 6.6m long

P 007 50mm diameter exceeding 6.6m and not No. 12.00 B P 7

exceeding 8.8m long

Kempas Piles

* Supply and drive kempas piles, pressured

impregnated with a suitable wood

preservative to an average dry salt

retention of 24kg/m3 and complying with

SS 72 *(008 011)

P 008 100 x 100mm cross-section m 13.40 B P 8

P 009 125 x 125mm cross-section m 16.40 B P 9

P 010 150 x 150mm cross-section m 20.20 B P 10

P 011 175 x 175mm cross-section m 25.60 B P 11

* Supply and fix 5mm mild steel welded

box sleeve *(012 015)

P 012 100 x 100 x 450mm long No. 16.50 B P 12

P 013 125 x 125 x 450mm long No. 20.70 B P 13

P 014 150 x 150 x 450mm long No. 24.80 B P 14

P 015 175 x 175 x 450mm long No. 29.00 B P 15

Precast Concrete Piles

* Supply and drive precast concrete piles

complying with SS CP4 *(016 020)

P 016 100 x 100mm cross-section with 20-25 tons m 16.00 B P 16

carrying capacity

P 017 150 x 150mm cross-section with 25-35 tons m 17.30 B P 17

carrying capacity

P 018 175 x 175mm cross-section with 35-45 tons m 23.00 B P 18

carrying capacity

P 019 200 x 200mm cross-section with 45-55 tons m 26.50 B P 19

carrying capacity

P 020 250 x 250mm cross-section with 55-65 tons m 35.70 B P 20

carrying capacity

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Pile Test

P 021 Conduct pile dynamic analysis (PDA) test No. 1000.00 B P 21

by an accredited tester including all

necessary equipment, accessories and test

reports

P 022 Conduct vibration monitoring on ground No. 700.00 B P 22

movement during pile driving by an

accredited tester including all necessary

equipment, accessories and test reports.

Q DELETED

Miscellaneous

Protective Barrier / Hoarding

R 001 Supply and install chain-linked fencing of minimum No. 35.00

1.2 x 1.2m as shown in drawing no. EM-STD-TP-4A

R 002 Supply and install chain-linked fencing of No. 43.00

1.8 x 1.8m as shown in drawing no. EM-STD-TP-4A

R 003 Supply and install 1m high PVC barrier mesh with m 4.30

50 x 50mm timber posts as shown in drawing no.

EM-STD-TP-5A

R 004 Supply and install 1m high PVC barrier mesh with m 5.00

50 x 50mm timber posts complete with concrete

base as shown in drawing no. EM-STD-TP-5A

R 005 Supply and install minimum 1.5m high timber hoarding m 25.00

including painting as shown in drawing no.

STANDARD-1998-3A

R 006 Supply and install 2.4m high timber hoarding including m 37.50

painting as shown in drawing no. STANDARD-1998-3A

R 007 Supply and install 2.4m high metal hoarding including m 48.50

painting as shown in drawing no. STANDARD-1998-3A

R 008 Repair existing timber / metal hoardings including m2 3.85

alignment, all necessary accessories and works to

ensure the stability of the existing hoardings and

painting works

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R 009 Remove existing timber / metal hoarding and cart m2 7.70

away off site

R 010 Replace damaged / missing timber or metal hoardings m2 15.40

including painting to match existing

R 011 Provide debris netting including framing, tie-backs m2 2.30

and all necessary accessories (Access scaffolds

exceeding 6m height measured separately)

Supply of Material

R 012 Supply only 7 litre emulsion paint in various colour No. 22.00

R 013 Supply only 5 litre enamel paint in various colour No. 38.50

R 014 Supply only 40 kg Easi Plaster (Grey) Bag 10.00

R 015 Supply only 40 kg Optiroc Render (Base coast) Bag 8.60

R 016 Supply only 50 kg OPC Cement Bag 7.20

R 017 Supply only 20 litre Acylic Polymer cementitious No. 322.00

coating Wb2k top coat

FY2012 - Bold

ID: CY/iy/BTW (FY2012) - PROJECTS CD (2012).xls(12.10.2011)(136)(MAY/129A)

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