pa sor pns

8/22/2019 PA SOR PnS

1/112

1

SOR Premable Page 1

SCHEDULE OF RATES

1. All work materials and goods described in this Schedule of Rates shall be of the respective kinds,described in the Contract and in accordance with the instructions of the Superintending Officer.

2. The description given of each item, unless otherwise stated, be held to include the use of materials,labour, equipment, tools and vehicles including maintenance, supply of fuel and all idle time,

conveyance, delivery, unloading, storing, hoisting, all labour setting, fitting, scaffolding and fixing inposition, all cutting and waste, return of packings, establishment charges, overheads, profits and allforms of claims for loss and expense.

3. Unless otherwise stated, all work shall be measured nett as fixed in its place.

4. Unless otherwise stated, pipes are described by their internal diameters.

5. The term as specified means as specified in the Standard Specifications, SupplementarySpecifications and/or Drawings.

6. The following abbreviations are used for the units:-

m - Linear metrem2 - Square metre

m3 - Cubic metreno. - Numberltr - Litrepc. - Piecekg - Kilogramton - Tonnepr - Pairsht - Sheethr - Hour

7. The Cost of removal and disposal and the making good of all affected works shall be deemed to beincluded in the Schedule of Rates unless otherwise stated.

All Schedule of Rates shall be applicable for new and replacement works.

8. All rates in the Schedule shall include all necessary materials and waste, plant, stagings andscaffoldings (only applicable up to 6m high, any height above 6 metres shall be paid separately,measuring from ground level, i.e. from the base for which scaffolding rests) unless specified otherwise.


2/112

SOR Premable Page 2

PARTICULAR PREAMBLES TO VARIOUS SECTIONS

Part (A) - Excavation

The measurement of all excavation and subsequent disposal shall be those before excavating. The increases

in bulk and any extra excavation required for planking and strutting and formwork for concrete and workingspaces under circumstances have been allowed for in the rates.

Rates for each item shall be held to include for keeping all excavation free from water and Site dry pumpingor bailing if required and providing any temporary drains required.

Ordinary Ground

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

Part (B) - Concretor

Unless otherwise specified in the Schedule of Rates :-Rates for each item of concrete shall be held to include the followings :-

(1) Forming, cutting groves, chases, mortice, holes and making good any other sundry items of a likenature.

(2) Extra labour for laying to falls, or cambers and preparing surfaces to receive screeds or pavings alsoto be included.

(3) All tests on concrete, cement and aggregate etc as required and compliance with the strengths asspecified.

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

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

No deduction shall be made in the measurement of concrete work for:

(1) Voids of 0.05 cubic metre or under.(2) Volume of the reinforcement and steelwork.(3) Openings in walls, floor, roof slabs and the like of 0.2 square metre or less.

Rates for mild steel or high tensile steel rod reinforcement shall be held to include for thoroughly wirebrushing and cleaning all bars free of rust, dust, mill scale, dirt, oil, any other deleterious matter, cutting to therequired lengths, bending and hooking and for securing with an including tying wires at all crossing, non-designed spacers or chairs and distance blocks. No allowance shall be made for rolling margin in the

measurement of rod reinforcements.


3/112

SOR Premable Page 3

PARTICULAR PREAMBLES TO VARIOUS SECTIONS (CONTD)

Part (B) Concretor (Contd)

The conversion factor for the various steel reinforcement bars shall be as follows:

6mm - 0.222kg/m 16mm - 1.579kg/m7mm - 0.302kg/m 20mm - 2.466kg/m8mm - 0.394kg/m 22mm - 2.984kg/m9mm - 0.499kg/m 25mm - 3.854kg/m10mm - 0.616kg/m 28mm - 4.834kg/m13mm - 1.042kg/m 32mm - 6.313kg/m

Rates for each item of fabric reinforcement shall be held to include for extra material at laps, tying wires andall bending, cutting and notching around obstruction. Only the next area covered shall be measured and nodeduction shall be made for opening less than 1.00 square metre.

Rates for formwork shall be held to include for splayed edges, notchings, allowances for overlaps andpassing at angles, battens, strutting, bolting, welding, easing, wetting and treating with mould oil, striking andremoval. The rate in formwork allows for multiple uses where multiple means exceeding two.

No deductions shall be made in measurement of formwork for:

(1) Openings less than 1 square metre.(2) Intersection of main and secondary beams.(3) Intersection of beams and stanchion casing or columns.

Rates for concrete, reinforcement and formwork shall be applicable to all work irrespective of positions,shapes and height

Rates for each item of precast concrete shall be held to include for all necessary mould, finished faces,forming holes, rebates, sinking, mortices, recesses, hoisting and setting. The measurement of precastconcrete vents and grilles shall be held to include for all angles, intersections, ends outlets and extra labour

and material for forming grooves and rebates to sides. Piling work shall be executed in accordance with therelevant specifications and Superintending Officers instructions.

Part (C) Brick and Block Works

Rates for each item of blockwork and facing shall be held to include for all special made blocks, bricks and in-situ concrete in lieu, all holdfasts and bonding ties at abutments to concrete structures, all rough and faircuttings, over-sailing and receding courses, rough relieving and discharging arches, wedging and pining,raking out joints for and pointing flashings, bedding plates, bedding and pointing of frames, parging andcoring flues, labour eaves filing, plumbing angles forming square and rebated reveals, cut squiats orbirdmouths, notches, forming, leaving or cutting chases, holes and morticles and cutting and pining andmaking good and any other sundry items of a like nature.

Rates of blockwork and brickwork shall be applicable to all work irrespective of positions, shapes and height.

Deductions shall be measured the nett sizes of the openings and recesses, including the extra width orrebated reveals. No deductions shall be made for voids not exceeding 0.10 square metre. Deductions shallbe made for strings, sills, lintols and the like only when exceeding 75mm in height.

Repair Work to External Walls to Prevent Rainwater Seepage.


4/112

SOR Premable Page 4


Part (C) Brick and Block Works (Contd)

Daywork

Should rates be applicable in respect of all work executed on a daywork basis. During the continuance ofsuch work, the Contractor shall keep proper records of the names, occupations and working hours of allworkmen employed for such work and the quantities and descriptions of all materials and plant employed.Such records, receipts or vouchers must be verified by the Superintending Officer before payment can beeffected.

Part (D) - Pavior

Rates for each item of pavior shall be held to include for all rounded-edges on in-situ paving, all arises andmaking good and any other sundry items of a like nature.

Rates for each item for skirtings, risers, moulded edges, channels and the like shall be held to include for allshort lengths, formed, cut and purpose-made angle, junctions, end etc and making good and any other

sundry item of a like nature.

No deduction shall be made for a void of 0.50 square meter and under for in-situ paving.In the case of construction of interlocking concrete paving blocks and footpaths, the composite rates shall beapplied, unless otherwise decided by the Superintending Officer.

Part (E) NOT IN USE


5/112

SOR Premable Page 5


Part (F) Carpenter, Joiner and Ironmonger

Rates for each item of carpenter and joiner shall be held to include for cutting, notching, boring, sinking,pelleting, fitting, trimming, mitreing, halving, morticing, tenoning, devetailing, scarfing and wedging and for all

ends, splayed edges, short lengths, nails, screw and temporary supports and any other sundry item of a likenature. Nominal sizes are stated for wrot timber and an allowance of 2.5mm is permitted for each wrot face.Rate for windows and doors include handing and fixing.

Rates for each item of Ironmonger shall be held to include for supply, delivery to site and fixing complete withall matching screws of the same finish as ironmongery, nails, pins or brads, cutting, sinking and boring andmorticing as required, oiling and easing and adjusting all moving parts, taking off and refixing after paintingwhere necessary. All references to trade names shall include those which are approved to those as specified.

Where ironmongery is included in the description of doors, it shall be deemed to include hinges, floor springs,door gears, locks, latches, catches, bolts, closers, holders, padlocks, stoppers, push-bars and plates, pullbars and handles, kick plates, locking eyes and the like as specified.

Rates for Carpenter, Joiner and Ironmonger items shall be deemed to include removal where necessary

unless otherwise stated, locks must include 2 keys properly labeled and handed to the SuperintendingOfficer.

Part (G) Steel and Iron Worker

Rates shall be held to include supply, delivery to site and fixing, cutting ends, welding, riveting, bolting etc. inaddition, the rates for structural steel is deemed to also include for hoisting, erecting, temporary bracing,leveling and plumbing, and paint with one coat of primer.

No allowance shall be made for rolling margin in the measurement of steelwork.

No deduction shall be made for drilling, holes, notchings, splay cuts and the like.

Where no conversion table is available from manufacturer/supplier, specific gravity of 7.5 (i.e. 7.5OgmIcm3)shall be used to compute the weight of mild steel sections.

Part (H) Plasterer and Wall Tiler

Rates for each item of plastering shall be held to include for raking out joints, hacking to form keys, narrowwidth and small quantities, temporary rules, joints between new and old plastering, internal angles, arises,quirks, groin points and other intersections and curved surfaces, rounded coves and external angles notexceeding 25mm radius, and mitres, tops, etc. om cornices, mouldings, enrichments, coves, skirtings, guttersand strings, all making good and any other sundry item of a like nature.

No deduction shall be made for openings of 0.50 square metre or less.

In the measurement of plastering, no deduction shall be made for casings for pipes under 300mm wide orangles which are finished in a different material if these do not exceed 100mm girth.

Within the building shall mean surfaces within the internal of buildings/flats, corridors, staircases and thelilce which normally do not entail scaffolding or mechanical cradles to carry out the works.

External face of building shall mean surfaces such as gable end walls, front/back external walls and anyother surfaces which are constantly exposed to weather and/or normally require the use of scaffolding ormechanical cradles to carry out the work.


6/112

SOR Premable Page 6


Part (H) Plasterer and Wall Tiler (Contd)

Rates for each item of wall tiling shall be held to include for narrow widths and small quantities and fittingsaround air bricks, pipes and the like and any other sundry item.

Rates for each item of terrazzo shall be held to include for narrow widths and small quantities, and for alltemporary rules, internal angles, arises, joints between different types of terrazzo, quirks and making goodand any other sundry items of a like nature on in-situ terrazzo fitting around air bricks, pipes and the like andany other sundry items of a like nature on precast terrazzo.

Structural Repairs (The following is applicable for H029 H03 1 only)

The rate for each item shall be held to include for:

(1) Addition/Replacement of steel reinforcement in concrete components as directed by theSuperintending Officer.

(2) Removal of finishes/fixtures and other obstruction in the course of repair.

(3) The removal of debris from the site in the process of repair or as directed by the SuperintendingOfficer.

(4) The cleaning up of site on completion.

(5) Provision of barricadings, warning signs and warning lights.

(6) Provision of props and formworks as directed by the Superintending Officer.

(7) All general risks, liabilities and obligations set forth.

Part (I) - Glazier

Rates for each item of glazier shall be held to include for cutting and rounded edges, puttying, fixing panelpins, brass screws and cup and neoprene strips where necessary and leaving the glass clean on completion.

Part (J) - Painter

Rates for each item of painting shall be held to include for all necessary preparation of surfaces includingcleaning off, sandpapering woodwork, wire-brushing metal and leaving all surfaces free from dust, rust,grease and oil before painting, narrow widths, etc.

Rates for painting include allowance for the use of different colours.

No deduction shall be made for openings of 0.50 square metre or less.

Part (K) NOT IN USE


7/112

SOR Premable Page 7


Part (L) - Dayworks

The following rates shall be applicable to all works executed on a daywork basis including shifting of officeequipment and furniture. During the continuance of such works, the Contractor shall keep proper records of

the names, occupations and working hours of all workmen employed for such work and the quantities anddescriptions of all materials and plant employed. Such records, receipts or vouchers must be verified by theSuperintending Officer before payment can be effected. Provided always that if the Superintending Officershall consider that for any reason the keeping of such records, receipts and vouchers by the Contractor asrequired was impracticable, he shall nevertheless be entitled to authorize payment for such works either asdaywork (being satisfied as to the time employed and plant and materials used on such work) or at suchvalue thereof as he shall consider fair and reasonable.

Dayworks Schedule of Rates for LABOUR and PLANTS items only (L00l to L034) is inclusive of 15%Establishment Charge and Profit. The contract percentage adjustment shall also apply. For computation ofSTAR rate using Dayworks Schedule of Rates, the contract percentage adjustment shall NOT apply to theSTAR rates computation.

Part (M) NOT IN USE

Part (N) Ceiling Leaks Repairs

1. All rates in the Schedule shall include:

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

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

by Superintending Officer.

(c) Removal of finishes/fixtures and other obstruction in the course of repair.

(d) Removal, cut off supply, diversion and reinstatement of water/electrical supply.

(e) The removal of debris from the site in the process of repair or as directed by theSuperintending Officer.

(f) The cleaning up of site on completion.

(g) Provision of barricadings, warning signs and warning lights.

(h) Provision of props and formworks as directed by the Superintending Officer (for spalling concreteworks only).

2. The provision per unit refers to per unit of flat or shop or office, etc. If the work includes two toilets orbathrooms in the same unit and the total area of work done does not exceed 3.5m2, then the Contractorshall only be paid per job.


8/112

SOR Premable Page 8


Part (N) Ceiling Leaks Repairs (Contd)

3. The terms per point means each pipe surround that water leakage repair is carried out. If in abathroom, the leaking concrete surround the soil pipe, waste pipe and floor trap require repair, the

Contractor shall be paid three points.

Part (P) NOT IN USE


9/112

SOR Premable Page 9


Premables to Repairs to external Finishes

Repairs to external finishes shall be executed in accordance with the relevant kinds described in the Contractand shall confirm to the relevant Statutory Requirements and to be approved by the Superintending Officer.

Where trade names or manufacturers catalogue numbers are used, the reference is intended only as a guideto the type of article or material. The Contractor may use any other article or material, subject to approval ofthe Superintending Officer.

The following SORs shall be applicable for Repairs to External Finishes.

S/N Section in SORs SORs

1 C-Brick / Block WorksC002-C004, C012-C033, C037-C039,C043-C044, C051, C056, C058-C07l,C073-C079

2 D-Pavior D095-Dl00

3 H- Plaster And Wall TilesH005, H031-H035, H038-H039, H043-H049, H054

4 3-Painter 3035-3037, 3040

5 L- Daywork L035-L038, L046-L076

During the continuance of repair works, the Contractor shall keep proper records of the quantities (withdrawings, sketches, photographs, etc) and descriptions of all materials and plants employed. Such recordsmust be verified by the Superintending Officer before the Contractor is allowed to proceed with the paintingand touch up works.


10/112

TERM CONTRACT FOR BUILDING TRADESMEN WORKS

S/N DESCRIPTION SOR PAGE

1 EXCAVATOR A1

2 CONCRETOR B1 B6

3 BRICK / BLOCK WORKS C1 C6

4 PAVIOR D1 D9

5 CARPENTER, JOINER AND IRONMONGER F1 F17

6 STEEL AND IRONWORKER G1 G17

7 PLASTER AND WALL TIER H1 H4

8 GLAZIER I1

9 PAINTER J1 J6

10 DAYWORK L1 L6

11 CEILING LEAK REPAIRS N1 N2


11/112

A - EXCAVATOR


1 EXCAVATION A1

2 FILLING A1


12/112

SOR Page A1

Item Description Unit Rate ($)

A001

A002

A003

A004

A005

A006

A007

A008

A009

A010

A011

EXCAVATOR( To be read in conjunction with Preambles )

Excavation

* EXCAVATE TO SITE, TRENCHES, COLUMN BASE ETCcommencing from ground level in ordinary ground, includingbackfilling, forming of surfaces and edges, etc, if necessarywithin site, for the following average depth. (Removal of surplusexcavated material to contractors own dumping groundsmeasured separately under SOR Item A003.) *(A001 A002)

Not exceeding 300mm deep

Exceeding 300mm and not exceeding 2.Om deep.

CART AWAY SURPLUS EXCAVATED MATERIAL off site anddeposit at the approved dumping ground.

Excavate to pits, small holes etc not exceeding 0.10m3 toreceive base of posts, etc including removing surplus excavatedmaterial off site and making good.

Filling

Supply dry approved earth filling obtained from outside sourceand fill in layers of 300mm including labour for spreading,trimming and consolidating to form earth moulds or levels.

Supply coarse aggregate (19mm to 38mm gauge), spread andlevel on site as directed.

Supply sand, spread, level and consolidate.

* SUPPLY HARDCORE IN BEDS, comprising of clean brokenbricks/concrete ,deposit ,spread ,leveled ,mechanicallyconsolidated and including 25mm thick sand blinding/ topping forthe following average thickness from surface level :*(A008 A010)

Not exceeding 150mm thick.

Exceeding 150mm and not exceeding 300mm thick

Exceeding 300mm thick

Supply quarry waste/granite fines, spread, leveled, well rammed

m2

m3

m3

No

m3

m3

m3

m2

m2

m3

m3

5.40

12.80

4.70

6.00

10.50

37.20

65.20

3.10

5.40

13.80

22.70


13/112

B - CONCRETOR


1 Concrete Work B1

2 Reinforcement B2

3 Formwork B3

4 Drain / Water Channel B3 B5

5 Miscellaneous B6


14/112

SOR Page B1


B00l

B002

B003

B004

B005

B006

B007

B008

B009

B010

B011

B012

B013

B014

B015

CONCRETOR(To be read in conjunction with Preambles)

Concrete WorkSupply and cast Grade 10 lean concrete in beds under foundations, columnbases, ground beams etc with 20mm to 10mm graded granite mechanically

mixed irrespective of thickness.

Supply and cast Grade 15 mass concrete in foundation etc with 20mm to10mm graded granite mechanically mixed including formwork and workingaround rod or fabric reinforcement (reinforcement measured separately)*Supply and cast reinforced concrete in foundations, ground beams, etc with20mm to 10mm granite mechanically mixed, including formwork and workingaround rod or fabric reinforcement below ground level (Reinforcementmeasured separately) . *(B003 B007)

Grade 20

Grade 25

Grade 30

Grade 35

Grade 40

*Supply and cast reinforced concrete in suspended slabs, beams, columns,staircases, footpath, apron etc with 20mm to 3mm graded granitemechanically mixed and placed around reinforcement above ground levelincluding PVC strip expansion joint where necessary. (Reinforcement andformwork measured separately) . *(3008 BO12)

Grade 20

Grade 25

Grade 30

Grade 35

Grade 40

Supply and cast concrete in SMALL quantities not exceeding 0.15 metre cubeto match existing, including all necessary formwork.

Extra over Items B008 to B012 for trowelling concrete to footpath, apron etc.

Extra over for waterproofing additive in concrete to manufacturersinstructions.

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3

165.00

169.30

196.00

201.20

205.70

210.40

215.50

168.20

172.30

176.80

181.40

186.10

328.00

0.70

25.00


15/112

SOR Page B2


B016

B017

B018

B019

B020

B021

B022

B023

B024

B025

B026

B027

B028

B029

B030

B031

B032

B033

B034

B035

B036

B037

ReinforcementSupply mild steel rod reinforcement fabricated and laid in position includinglabour for forming stirrups, links, etc irrespective of size

Supply high tensile steel rod reinforcement irrespective of size fabricated and

laid in position including labour for forming stirrups, links, etc irrespective ofsize

*Supply and place BRC or other equal and approved welded steel FABRICREINFORCEMENT well lapped (minimum 1 square) and tied at joints(measured nett) *(B0l8 B037)A5

A6

A7

A8

A9

Al0

B6

B7

B8

B10

C6

C7

C8

D6

D7

D8

D10

No. 2210 ( 3.25 mm 50 x 50 mm )

No. 5515 ( 1.83mm 12.5 x 12.5mm )

No. 3315 ( 1.83mm 75 x 75mm )

kg

kg

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

1.60

1.60

3.70

4.80

5.60

7.00

10.60

15.00

7.30

8.60

10.20

12.90

8.00

10.20

12.40

8.00

10.20

12.40

18.60

6.40

9.00

3.50


16/112

SOR Page B3


B038

B039

B040

B041

B042

B043

B044

B045

B046

B047

B048

B049

B050

B051

Formwork

Supply and erect timber formwork to surfaces of concrete, columns, walls,suspended slabs, stairs, canopies, beams, lintels, etc. (Measured net ofconcrete surface)

Extra over timber formwork for curve surface work.

Drain/Water Channel

* Construct 230mm wide (internal)CONCRETE (Grade 25) SURFACEDRAIN with 100mm thick sides, 100mm thick base reinforced with a layerof BRC No. B6 wiremesh. All exposed sides, base and arises renderedsmooth in cement mortar (1:3) including all necessary excavation,hardcore, sand blinding and formwork, laid to fall as directed for thefollowing average depth to invert: *(B040 B042)


Exceeding 300mm but not exceeding 450mm deep

Exceeding 450mm but not exceeding 600mm deep

Construct 230mm wide (internal) reinforced concrete (Grade 25) surfacedrain with 100mm thick sides and base reinforced with a layer of BRC No,36 wire mesh. All exposed sides, base and arises rendered smooth incement mortar (1:3) including all necessary excavation, hardcore, sandblinding and formwork, laid to fall as directed for more than 600mm depthto invert

Extra over items for precast concrete channel to 230mm wide reinforcedconcrete surface drain.

*Construct 305mm wide (internal)CONCRETE (Grade 25) SURFACEDRAIN with 100mm thick sides and base reinforced with a layer of BRC

No. B6 wire mesh. All exposed sides, base and arises rendered smooth incement mortar (1:3) including all necessaryexcavation, hardcore, sand blinding and formwork, laid to fall as directedfor the following average depth to invert : *(B045 B048)


Exceeding 300mm but not exceeding 450mm deep.

Exceeding 450mm but not exceeding 600mm deep.

Exceeding 600mm deep

Extra Over for Precast Concrete channel to 305mm wide reinforcedconcrete surface drain.

Extra over Items B040 to B042 and 3045 to B048 for forming 50mm x25mm rebate on both sides of channel for precast drain cover slab(Measurement based on length of drain)

Break up concrete/surface drain including cutting reinforcement andremoving debris off site.

m2

m2

m

m

m

m

m

m

m

m

m

m

m

m3

17.80

3.50

44.30

57.60

70.90

84.20

3.50

48.70

62.20

75.70

89.20

8.00

3.30

98.00


17/112

SOR Page B4


B052

B053

B054

B055

B056

B057

B058

B059

B060

B061

B062

B063

B064

B065

B066

B067

* REPAIRS to 150mm to 305mm wide concrete drain of the followingdepth to invert; hack off existing rendering at sides and invert of drain,remove damaged or cracked portions of drain, patch up with concrete,form key and re-render drains (whole girth) to proper falls in cementmortar (1:3) *(B052 B053)


Exceeding 300mm deep but not exceeding 450mm deep

* Hack out existing concrete drain invert (Average Depth not exceeding600mm) and regrade to fall towards outlet with cementand sand (1:3) screed and finished smooth. *(B054 B055)

230mm wide

305mm wide

* Hack out existing carpark drain invert and regrade drain 450 to 600mmwidth to fall towards outlet with cement and sand (1:3) screed and finishedsmooth. *(3Q55 B057)

Average depth not exceeding 800mm

Average depth exceeding 800mm

* Break up damaged half round precast concrete channels andreconstruct same in cement mortar (1:3) including laying to proper fallsand making good sides of channel *(B058 B0E0)

150mm diameter

230mm diameter

305mm diameter

Break up damaged/sunken 300mm closed conduit drain spun pipe includehacking through floor, excavation, planking, making good etc. andreconstruct same jointed in cement mortar (1:3) to proper falls includinglean concrete base

* Supply and lay precast concrete composite channel laid to even fallsand jointed in cement and sand (1:3) mortar as detail drawing (EM-TC-STD-BLDG-99-12) *(B062 B067)

810mm x 495mm - Type C7

595mm x 355mm - Type C7A

395mm x 195mm Type C73


900mm x 535mm - Type C8A


m

m

m

m

m

m

m

m

m

m

m

m

m

m

m

m

13.60

23.50

8.80

9.60

10.50

14.00

18.00

20.20

25.56

79.50

44.50

34.00

29.20

70.90

55.70

62.50


18/112

SOR Page B5


B068

B069

B070

B07l

B072

B073

B074

Reconstruct existing scupper drain outside bin chute chamber with newhalf round salt glazed stoneware pipes, side and base embedded in G20concrete including adjusting existing gulley to match drain level beddedand jointed with cement mortar (1:3).

* Supply and lay half round salt glazed stoneware pipe in replacementjointed with cement and sand mortar (1:3) as scupper drain including leanconcrete base. *(3069 B070)

100mm diameter

150mm diameter

Construct scupper drain not exceeding 150mm wide and 75mm deep onexisting floor including trowelling surface smooth

Regrade existing scupper drain with waterproofing cement and sand (1:3)screed laid to fall not exceeding 150mm wide and 75mm deep includingtrowelling surface smooth

Regrade existing scupper drain with waterproofing cement and sand (1:3)screed laid to fall exceeding 150mm but not exceeding 300mm wide,75mm deep including trowelling surface smooth

315mm diameter UPVC pipe conforming to SS272 for concealed drainoutlet with Grade 30 concrete bed and reinforced with BE BRC includingformwork and lean concrete (excavation measured separately)

B075 to B093 NOT IN USE

m

m

m

m

m

m

m

23.90

19.00

21.80

6.20

5.00

6.30

58.50


19/112

SOR Page B6


B094

B095

B096

B097

B098

B099

Bl00

B101

B102

Bl03

Bl04

B105

B106

B107

Miscellaneous

Break up concrete

Break up concrete, part re-use as hardcore, well rammed, leveled andconsolidated and surplus cart away off site, including cutting

reinforcement, if any.

Cutting through reinforced concrete floors or walls (any thickness) toform openings.

Form bituminous expansion joint in concrete floors including allnecessary formwork and bituminous seals (B097 3098)

13mm x 75mm deep

25mm x 100mm deep

Form expansion joint with foam plastic infill

Rake out existing damaged/worn out Bituminous Expansion Joint inconcrete floors and refill same with approved hot bitumen.

Supply and plug up bin chute wall holes with 300mm diameter detachableprecast concrete complete with 13mm diameter mild steel handle(exclude breaking existing concrete wall)

Provide diamond sawcutting to concrete floor to form 3mm width x40mm depth (mm) contraction joint.

Provide diamond saw-cutting or other approved equipment to cuthomogeneous / ceramic tiles, slate tiles, quarry tiles and other floorfinishes to form groove lines including make good all affected areas

Provide diamond saw-cutting to apron slab/drain wall to form 50mm

rebate for placing of precast concrete drain cover slab.(Measurement based on rebate length)

Provide 100mm wide Diamond Saw-Cutting profile around concreteelectrode / lightning protection inspection pit inclusive of the removal of allloosened concrete, casting of new Grade 25 concrete and the trowelsmooth all affected areas

To provide 150mm long PVC weep hole pipes not exceeding 50mm diathrough brick / concrete work not exceeding 100mm thick

Raise or lower existing manhole cover and frame to match the existinglevel of path or paving

B108 to B146 NOT IN USE

m3

m3

m3

m

m

m2

m

No

m

m

m

No.

No

No

77.10

84.40

390.40

4.50

11.70

3.20

3.80

17.90

2.00

2.50

4.00

15.50

3.60

17.80


20/112

C - BRICK / BLOCK WORKS


1 Brick / Hollow Block C1 C3

2 Glass Block Works C3

3 Water Seepage Treatment C3 C4

4 Miscellaneous C4 C6


21/112

21

SOR Page C1


C001

C002

C003

C004

C005

C006

C007

C008

C009

C010

C011

C012

C013

BRICK/BLOCK WORKS

(To be read in conjunction with Preambles)Brick/Hollow Block* Common Brickwall (size 215 x 102.5 x 65mm) laid in compo mortarwith 10mm joints raked 10mm deep or flush pointed as work proceeds.*(C00l C004)

Generally

One brick thick

Half brick thick reinforced with expanded metal brickwork reinforcement atevery 4th course.

Half brick thick built in honeycomb

75mm thick BRICK-ON-EDGE reinforced with expanded metal brickworkreinforcement at every course with 10mm joints raked10mm deep or flush pointed as work proceeds

Extra over common brickwork for forming fairfaced brickwall includingpointing in approved tinted cement mortar. (Applicable to C002 to CQO4)

One brick wall with facing bricks both sides, laid in compo mortar (1:3)with 10mm joints raked 10mm deep or flush pointed in approved tintedcement mortar as work-proceeds

Half brick wall with facing bricks with expanded metal brickworkreinforcement at every 4th course laid in compo mortar (1:3) with 10mmjoints raked 10mm deep flush pointed in approved tinted cement mortar

as work proceeds

* Hollow block as specified in compo cement mortar (1:3) flush pointed aswork proceeds (reinforced with expanded metal brickwork reinforcementat alternate course) *(C009 C010)

100mm thick

150mm thick

100mm thick hollow block in compo mortar (1:3) and reinforced expandedmetal reinforcement in alternate course and blocks in each course filled insolid with Grade 20 concrete

* Common Modular Brickwall laid in prepacked mortar with 10mm joints

raked 10mm deep or flush pointed as work proceed.*(C012 0014)

190mm thick using M211 modular brick size 190 x 90 mm x 90mm.

90mm thick using M211 modular bricks size 190 x 90mm x 90mmreinforced with expanded metal brickwork reinforcement at every fourcourse.

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

259.60

59.00

29.80

23.80

19.00

5.00

80.00

49.00

26.00

27.80

24.20

50.00

25.30


22/112

SOR Page C2


C014

C015

C016

C017

C018

C019

C020

C021

C022

C023

C024

C025

C026

C027

C028

C029

C030

90mm thick using M311 modular bricks size 290 x 90mm x 90mmreinforced with expanded metal brickwork reinforcement at every fourth

course.

Supply labour and materials to rake out mortar joints between standardbricks and repointing with polymer modified cement mortar (based onarea of brickwall)

Supply labour and matrials to rake out mortar joints between modularbricks and repointing with polymer modified cement mortar (based onarea of brickwall)

EXTRA OVER standard common bricks (size 215 x 102.5 x 65mm) for thefollowing bricks

Red hacking bricks

Overburnt facing bricks

Brown facing bricks

Pebble facing bricks

Apricot facing bricks

Desert facing bricks

Grey facing bricks

EXTRA OVER common modular bricks for using the following facing

bricks to one face of the brickwall (applicable to brickwall of thickness190mm and above) *(C024 C030)

Red facing brick

Overburnt facing bricks

Brown facing bricks

Pebble facing bricks

Apricot facing bricks

Desert facing bricks

Grey facing bricks

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

16.40

10.90

9.50

19.20

30.00

34.00

34.00

38.00

34.00

38.00

47.80

55.70

59.70

67.70

82.70

67.70

77.60


23/112

SOR Page C3


C031

C032

C033

C034

C035

C036

C037

C038

C039

C040

Extra over brick wall for the provision of HOT-DIPPED GLAVANISEDSTEEL WALL TIE SYSTEM fastened vertically to reinforced concretesurfaces including HOT-DIPPED GALVANISEDBONDING BAR SYSTEM at both end edges of brick wall as shown in

drawing no. EM-T0-STD-BLDG-04D2-08 *(C031 C032)

Brick wall cladding to rc wall

Outer leaf of brick cavity wall cladding to rc wall

Extra over half brickwall/solid block wall for the provision of HOT DIPPEDGALVANISED BONDING BAR SYSTEM to the endedges of brick wall/solid block wall as shown in drawing no.EM-T0-STD-BLDG- 0402-0 B

Glass Block Work

180mm to 195mm square glass block of 80mm to 100mm thick laid incompo cement mortar (1:3) and pointed with approved tintedcement mortar complete with panel reinforcing, panel anchors, expansionstrips, etc. according to manufacturers instructions

NEG or other approved Glass block wall consists of 145 x 145 squareglass block of 80 to 100mm thick glass laid in compo cement mortar (1:3)and pointed with approved tinted cement mortar completewith panel reinforcing, panel anchors, expansion strips, etc. according tomanufacturer s instructions

Supply labour and material to rake out broken/damaged glass blocks ofany size and replace with new glass block to match existing (for remedialwork not exceeding 10 nos. glass blocks)

Water Seepage Treament

TREATMENT TO WATER SEEPAGE (SCAFFOLDING/GONDOLASMEASURED SEPARATELY FORWORKS ABOVE 6 METRE HEIGHT)

Rake out joints to an even depth of 25mm to 30mm. Brush out all loosematerials and fill the groove solid with approved polyurethane sealant/polysuiphide sealant in accordance with manufacturers instruction to forma continuous sealant (Gondola measured separately)

Extra over item for filling the groove/ expansion joint solid with anapproved backing rod.

Supply labour and materials to form splay with approved polymer modifiedcement mortor/non shrink grout to the correct gradient including hacking

when necessary

Repair the brick/tiled wall panels by washing, patching cracks andapplying 1 coat of approved adhesion promoter and 2 coats of approvedelastorneric waterproofing coating according to manufacturersinstructions

m2

m2

m

m2

m2

No

m

m

m

m2

12.00

12.20

5.40

270.60

284.30

13.60

8.20

1.40

5.00

10.40


24/112

SOR Page C4


C041

C042

C043

C044

C045

C046

C047

C048

C049

C050

C051

C052

C053

C054

C055

Repair hollow-block or solid-block wall panels by washing, patchingcracks and applying 1 coat of approved adhesion promoter and 2 coats ofapproved elastomeric waterproofing coating according to manufacturer sinstruction

Repair the reinforced concrete/plastering finished wall panels by washing,patching cracks and applying 1 coat of approved adhesion promotor and2 coats of approved elastomeric waterproofingcoating according to manufacturers instructions

Apply 2 coats of clear elastometric waterproof membrane as specifiedincluding patching hairline cracks on brick wall with brick colour cement ifnecessary

Apply 2 coats of clear elastometric waterproof membrane as specifiedincluding patching hairline cracks on brick wall if necessary

Repair the patch joints between precast sills by mortar joint and approvedpolyurethane sealant according to manufacturer s instructions

Apply approved polyurethane sealant to joints, pointing, grooved, cracksetc between frames, block walls, brick walls, rc walls, etc, according tomanufacturers instructions.

Apply approved silicon sealant to joints, pointings, grooves, etc. accordingto manufacturer s instructions

Repair to reinforced concrete beam cracks by hacking out existing crackand patch it with 1:3 cement and sand mortar gaugedwith approved synthetic latex or other approved additive including painting2 coats of emulsion paint to the repaired surface.

Miscellaneous

Labour and material for pointing joints of brickworks in coloured cement.

Labour for raking out joints of existing brickwork, clean, re-jointing withcement mortar and re-pointing with a flush joint.

Breaking up existing block or brick work in cement mortar includingplaster (measured gross thickness)

Cutting out existing block or brick work to form chase etc not exceeding300mm girth

Cutting out block or brickwork to form chase exceeding 300mm but notexceeding 600mm girth

Cutting out block or brickwork to form opening

Lay approved damp proof course well lapped at joints and bedded incement mortar (1:3) according to manufacturers instructions

m2

m2

m2

m2

No.

m

m

m

m2

m2

m3

m

m

m3

m2

9.60

9.00

6.30

5.40

1.60

3.90

1.70

6.40

4.20

5.90

31.20

7.30

9.90

101.70

8.90


25/112

SOR Page C5


C056

C057

C058

C059

C060

C06l

C062

C063

C064

C065

C066

Supply and lay approved horizontal damp proof course complied with BS6398 Type B (felt fibre base) to brick/block walls bedded in prepackedmortar as specified

Hack out cracks of brick or block walls to form V shaped groovesapproximately 25mm wide x 20mm deep and seal up with polymermodified mortar and painting surfaces to match existing.

Apply 2 coats of approved silane/siloxane based water penetrant asspecified including patching hairline cracks on brick wall with brick colourcement if necessary.

Repair to cracks by hacking RUT groove on the cracks to 25mm width x20mm depth. Brush out all loose sand and mortar andfill the groove with polymer modified mortar including painting to the

repaired surface.

Repair to cracks by hacking V grooves on the cracks and patch withapproved polysulphide sealant including painting to the repaired surface

Supply labour and materials to repair the defective plaster by touching updefective concrete substrate with polymer modified mortar and skimmingto average 6mm thick approved materials includinghacking, applying bonding agent and painting and all as specified

Supply labour and materials to repair the plastered wall panels byapplying two coats of approved prepacked skim coat including hacking,painting to the repaired surface

Supply labour and materials to repair defective plaster with average

18mm thick prepacked mortar including hacking, apply bonding agent andpainting and all as specified

Supply labour and materials to repair the defective plaster with average18mm thick polymer modified mortar including hacking, apply bondingagent and painting and all as specified

Installation of special wall tie to existing brickwall including galvanisedmesh sleeve, approved resin, stainless steel wall tie

Form nib with non shrink grout including Chemical Capsule @ 300mmcentre to centre, necessary reinforcement, formwork,skimming coat and painting

m2

m

m2

m

m

m2

m2

m2

m2

no

m3

8.90

4.00

6.60

6.50

19.40

26.40

13.50

20.70

44.10

8.10

3,835.10


26/112

SOR Page C6

Item Description Unit Rate ($)C067

C068

C069

C070

C07l

C072

C073

C074

C075

C076

C077

C078

C079

Form nib with Grade 30 concrete including Chemical Capsule @ 300mmcentre to centre, necessary reinforcement, formwork,skimming coat and painting

Watertightness test to external wall by spraying water at 300 litre/hour(Gondola measured separately)

Watertightness test to external wall by spraying water at 600 litres/hour asspecified (gondola measured separately and water provided by PAwithout charges)

Watertightness test to exteria1 wall by spraying water at 300 litre/hourusing perforated PVC pipe

Watertightness test to external wall by spraying water at 600 litre/hourusing perforated PVC pipe

Hammer dressed random rubber in granite laid in prepacked mortar andpointed in coloured cement

13mm deep polyurethane sealant joint (horizontal or vertical) with 10mmdiameter backer rod to fill gap between brickwalland beam/column as specified

Supply and fix 100mm x 80mm x 6mm thick galvanised angle plate withapproved 8mm diameter chemical adhesive galvanised studarchor @ 150 c/c to existing wall

Supply labour and materials to rack out mortar joint at the interface to adepth of 25mm. Brush out all loose sand and mortar and fill the groovewith polymer modified mortar

Supply labour and materials to repair insitu-laid external tiles with G25concrete screed and colour elastomeric membrane including hacking andall as specified

Supply labour and materials to repair insitu-laid external tiles withapproved prepacked skimming materials and colour elastomericmembrane including hacking and all as specified

Supply labour and materials to rake out existing mortar joint, brush out allloose materials, fill the joint with approved backing rod, follow up withapproved non- shrink grout in accordance with the manufacturer sinstructions

Strengthening of existing brickwalls, tile cladding, etc with Hilti HRD walltie including drilling holes, brush out all loose materials, fill hole with non-shrink grout and touch up hole with paint to match existing

m3

hr

hr

hr

hr

m3

m

m

m

m2

m2

m

No

2812.60

9.70

10.50

7.50

8.20

222.70

4.20

50.80

4.20

23.40

21.60

7.60

7.70


27/112

D PAVIORS/N Contents SOR Page

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

Cement and Sand Rendering

Granolithic Paving

Coloured Cement Paving

Cast-in-Situ Terrazzo

Mosaic Tiling

Brick Paving

Ceramic Floor Tiling

Slate Tiling

Quarry Tiling

Teak Parquet Floor Tiling

Interlocking Block Paving

Imprint Coating System

Pebble Wash Finishing

Concrete Topping

Vinyl Tiling

Self Levelling Screeding

Dividing Strips

Epoxy Mortar Screeding

Coloured Grout Finishing

Natural Stone Finishing

Miscellaneous

Epoxy Sediment Coating System

Repair to Concrete Surface

D1

D2

D2

D3

D2 D3

D3

D3 D4

D5

D5

D5

D6

D7

D7

D8

D8

D8

D8

D8

D8

D8

D8 9

D9

D9


28/112

SOR Page D1


D001

D001

D003

D004

D005

D006

D007

D008

D009

D010

D011

D012

D013

PAVIOR(To be read in conjunction with Preamble)

Cement and Sand Rendering

* Cement and sand (1:3) rendering to groundfloor trowelled to a smooth finish*(D001 D002)

20mm thick

For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick.

* 20mm thick cement and sand (1:3) to form skirtings, treads, risers, curbsand return etc including coved and rounded angles for*(D003 DOOS)

Not exceeding 150mm girth

Exceeding 150mm but not exceeding 300mm girth


* 20mm thick cement and sand (1:3) to upper floor trowelled to a smoothfinish*(D006 D007)

20mm thick

For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick.

* 20mm thick cement and sand (1:3) skirtings, treads, risers, curbs andreturn etc including coved and rounded angles for *(D008 D010)




Extra over for approved waterproofing compound incorporated in thecement paving for each 5mm thickness (applicable to other pavior items).

Extra over for using hardener or other approved non-metallic hardenermixed according to manufacturers instruction for each 5mm thickness(applicable to other pavior items)

Extra over 3mm thick coloured cement topping finish of terracotta, white,red and green colour, surface floated smooth with a steel trowel

m2

m2

m

m

m

m2

m2

m

m

m

m2

m2

m2

8.60

1.40

6.40

8.60

10.50

8.30

1.75

6.60

9.20

10.90

0.50

1.50

9.60


29/112

SOR Page D2


D014

D015

D016

D017

D018

D019

D020

D021

D022

D023

D024

D025

D026

Granolithic Paving

* Granolithic consisting of cement, sand and granite chipping (1:1:2) to floortrowelled to a smooth finish including PVC strip expansion joint where

applicable *(D014 D0l5)

20mm thick

For every 5mm thick exceeding 20mm thick up to a maximum of 60mmthick

* 20mm thick Granolithic skirting, treads, risers, curbs and returns etcincluding coved and rounded angles for *(D0l6 D017)



25mm thick Granolithic exposed aggregate paving consisting of cement,

sand and - granite chipping of (2:1:5) laid in panels with 12mm x12mmdeep recessed joints laterally at 1.2m centres

Coloured Cement Paving

20mm thick single coloured cement paving to floor laid in panels on andincluding minimum 10mm thick cement and sand (1:3) base screed.

20mm thick multi-coloured cement paving to floor laid in panels includingminimum 10mm thick cement and sand (1:3) base screed

Cast-in-situ terrazzo

20mm thick terrazzo finish to floor laid in sections, on and includingminimum 20mm thick cement and sand (1:3) base screed, polishing to

approval

* 20mm thick terrazzo skirtings, treads, risers, curbs and returns etcincluding coved and rounded angles polishing to approval *(D022 D023)



Mosaic Tiling

* Semi-glazed mosaic tiles of approved colour and pattern to floor laid andjointed in cement grout on and including minimum 13mm thick cement andsand (1:3) base screed and pointed in cement* (D024 D026)

To floor

Not exceeding 150mm girth to skirtings, treads, risers, curbs and returnsetc with all necessary coved and rounded angles

Exceeding 150 but not exceeding 300mm girth to skirtings, treads, risers,curbs and returns etc with all necessary coved and rounded angles

m2

m2

m

m

m2

m2

m2

m2

m

m

m2

m

m

10.00

1.20

4.90

6.70

24.60

21.30

26.70

43.70

9.00

15.00

50.40

10.20

18.20


30/112

SOR Page D3


D027

D028

D029

D030

D031

D032

D033

D034

D035

D036

D037

D038

D039

D040

* Unglazed mosaic tiles of approved colour and pattern laid and jointed incement grout on and including minimum 13mm cement and sand (1:3)screed and pointed in cement. *(D027 D029)

To floor

Not exceeding 150mm girth to skirtings, treads, risers, curbs and returnsetc. with all necessary coved and rounded angles

Exceeding 150 but not exceeding 300mm girth to skirtings, treads, risers,curbs and returns etc with all necessary coved and rounded angles

Brick Paving

Hack off existing damaged brick-on-edge on steps, coping, footpath

Supply and lay new brick on edge in cement mortar (1:3) to existing steps,coping, footpath, etc, including proper surface preparation pointing withcement mortar

Brick-on-edge paving in facing brick laid to approved pattern and beddedon and including minimum 13mm thick cement and sand (1:3) screed andpointed in cement mortar.

Brick-on-edge paving in single bull-nose one brick width laid and bedded onand including minimum 13mm thick cement and sand (1:3) screed andpointed in cement mortar.

Brick on edge paving in double bull-nose one brick width laid and beddedon and including 13mm cement and sand (1:3) screed and pointed incement mortar.

Supply and lay brick-on-edge at (minimum 60inclination from groundlevel) single bull-nose brickwork in compo mortar with bedding and 10mm

joints including excavation and leveling from site and leveling

Brick tiles laid to approved pattern jointed, pointed and bedded on andincluding 13mm thick cement and sand (1:3) screed.

Homogeneous/Ceramic Floor Tiling

Supply and lay any size, minimum 8mm thick heavy duty homogeneouspolished floor tile of approved colour and pattern, jointed, pointed andbedded on and including minimum 20mm thick cement and sand screed(1:3)

* Supply and lay to skirtings, treads, risers, curbs, nosings and returns, anysize, minimum 8mm thick heavy duty homogeneous polished tile ofapproved colour and pattern, jointed, pointed and bedded on and includingminimum 20mm cement and sand screed (1:3) *(D038 D040)




m2

m

m

m2

m2

m2

m

m

m

m2

m2

m

m

m

49.10

9.40

16.50

5.20

58.30

50.10

17.60

22.00

19.40

44.60

58.60

11.30

21.80

33.20


31/112

SOR Page D4


D041

D042

D043

D044

D045

D046

D047

D048

D049

D050

D051

D052

D053

D054

D055

D056

D057

* Supply and lay any size, minimum 8mm thk heavy duty homogeneouspolished floor tile of approved colour and pattern, jointed & pointed withapproved grout *(D041 D044)

Not exceeding 0.1m2 (for single patch)

Exceeding 0.lm2 but not exceeding 0.3m2(for single patch)

Exceeding 0.3m2 but not exceeding 0.5m2 (for single patch)

Exceeding 0.5m2 but not exceeding lm2 (for single patch)

Supply and lay any size, minimum 8mm thick, heavy duty homogeneousunpolished floor tile of approved colour and pattern, jointed, pointed andbedded on and including minimum 20mm thick cement and sand screed(1:3)

* Supply and lay to skirtings, treads, risers, curbs, nosings and returns, anysize, minimum 8mm thick, heavy duty homogeneous unpolished tile of

approved colour pattern, jointed, pointed and bedded on including minimum20mm cement and sand screed (1:3) *(D046 D048)




* Supply and lay any size, minimum 8mm thk heavy duty homogeneousunpolished floor tiles of approved colour and pattern, jointed and pointedwith approved grout (1:3) *(D049 D052)

Not exceeding 0.lm2 (for single patch)

Exceeding 0.lm2 but not exceeding 0.3m2(for single patch)

Exceeding 0.3m2 but not exceeding 0.5m2(for single patch)

Exceeding 0.5m2 but not exceeding l.0m2(for single patch)

* Supply labour for laying ceramic tiles (any grade, size, colour and pattern)jointed and pointed with approved grout including minimum 20mm thickcement and sand screed *(D053 D056)

To floor

Not exceeding 150mm girth to skirting, treads riser, curbs, nosings andreturns

Exceeding 150mm but not exceeding 300mm girth to skirting, treads, riser,curbs, nosings and returns

Exceeding 300mm but not exceeding 450mm girth to skirting, treads, riser,curbs, nosings and returns

Nonslip nosing tile 200x 60 x 8mm in steps or infront lift car entrance laid inapproved colour, jointed and pointed and bedded on and includingminimum 20mm thick cement and sand screed (1:3)

No.

No.

No.

No.

m2

m

m

m

No.

No.

No.

No.

m2

m

m

m

m

6.90

19.00

29.50

59.00

39.00

8.30

14.20

20.80

6.50

17.00

27.00

49.00

25.00

6.50

10.60

17.10

13.10


32/112

SOR Page D5


D058

D059

D060

D061

D062

D063

D064

D065

D066

D067

D068

D069

D070

D071

D072

D073

D074

Slate Tiling* Supply and lay natural slate tiles in any approved colours and patternjointed and pointed and bedded on and including minimum 20mm thickcement and sand screed (1:3) *(D058 D062)

10mm to 15mm thick

16mm to 20mm thick

Not exceeding 150mm girth to skirtings, treads, risers, curbs, nosing andreturns.

Exceeding 150mm but not exceeding 300mm girth to skirtings, treads,risers, curbs, nosing and returns.

Exceeding 300mm but not exceeding 450mm girth to skirtings, treads,risers, curbs, nosing and returns.

Quarry / Klinker Tiling

* Quarry / Klinker tiles of the following size laid and bedded on andincluding minimum 20mm thick cement and sand screed (1:3) *(0063 0066)

100 x 100mm size

200 x 100mm size

Any size of 12 - 20mm thick

Not exceeding 150mm girth to skirting, treads risers, curbs, nosing andreturns.

* Supply and lay quarry / klinker tiles of approved colour and pattern,jointed, pointed and bedded on and including minimum 20mm thick cement

and sand screed (1:3) *(0067 0070)

Not exceeding 0.lm2 (for single patch)

Exceeding 0.1m2 but not exceeding 0,3m2 (for single patch)

Exceeding 0.3m2 but not exceeding 0.5m2(for single patch)

Exceeding 0.5m2 but not exceeding 1.0 m2 (for single patch)

Teak Parquet Floor Tiling

* Supply and lay teak parquet floor tile to match existing inclusive ofapproved adhesive and sanding down *(D07l 0073)

10mm thick.

13mm thick

20mm thick

Scrape off existing damaged parquet floor tile and remove all adhesivestains

m2

m2

m

m

m

m2

m2

m2

m

No.

No.

No.

No.

m2

m2

m2

m2

37.70

44.60

6.50

11.90

19.60

35.50

34.20

52.60

4.80

4.60

13.10

18.90

37.90

36.60

42.10

53.70

5.10


33/112

SOR Page D6


D075

D076

D077

D078

D079

D080

D081

D082

D083

D084

D085

D086

Interlocking Block Paving

* Supply and lay interlocking concrete paving blocks (any colours andpatterns) to footpath/concourse to match existing including compacting

ground with additional sand bed to required level. *(D075 D076)

60mm thick block

80mm thick block

* Supply and lay interlocking concrete paving blocks (any colours andpatterns) to new footpath including compacting with 40mm thk (mm) sandbed (Excavation and hardcore measured separately) *(0077 D079)

60mm thick

80mm thick

100mm thick

Supply and lay 60mm thick interlocking brick paving blocks tofootpath/concourse to match existing damaged blocks, compacting andlaying additional sand-bed to required level

Supply and lay 60mm thick interlocking brick paving blocks to new footpath/concourse including compacting with 40mm thk (mm) sand bed (Excavation& hardcore measured separately)

Construct 100 x 200mm depth side kerb with grade 25 concrete includingall necessary formwork

Labour for taking out loosen sunken, interlocking concrete/brick pavingblock and relay paving blocks including compacting ground with additionalhardcore and to required level and filling of voids

Composite Rate for Construction of Interlocking Concrete Paving Blocks

* Supply and lay interlocking concrete paving blocks (any colour andpatterns) to new footpath, concourse area, etc including excavation of siteon ordinary ground, backfilling, forming of surfaces and edges makinggood, removal of surplus excavated material off site to approval dumpingground, 150mm thick hardcore including 25mm thick sand binding,compaction of ground, compacting with minimum 40mm thick sand bed

60mm thick (excavation not exceeding 250mm deep)



m2

m2

m2

m2

m2

m2

m2

m

m2

m2

m2

m2

32.40

34.30

26.80

29.00

31.40

30.80

27.80

5.20

9.20

29.80

33.10

36.90


34/112

SOR Page D7


D087

D088

D089

D090

D091

D092

D093

D094

D095

D096

D097

D098

D099

D100

D101

D102

Imprint Coating System

Supply and lay Superkote or other approved high strength polymercoating imprint to floor according to manufacturer s instruction

Supply and lay imprint surface in any colour to floor with 20mm thickcement and sand screed according to manufacturers instruction

Supply and lay 20mm thick concrete paving to floor imprint with recessedpattern, approved colour and varnish to match existing floor

Supply and lay 50mm thick concrete stamping finish in patterns to flooraccording to manufacturers instruction(concrete base measuredseparately)

Pebble Wash Finishing

Supply and lay 15mm thick pebble wash/ coloured granolithic finish to floor,laid in section

Supply and lay border 100 to 150mm girth with pebble washed/colouredgranolithic finish of 15mm thick

Supply and lay border 150 to 300mm girth with pebble washed/colourgranolithic finish of 15mm thick

Extra over for every 5mm thick for Item D091 to D093

Concrete Topping

* Grade 25 concrete screed with 10mm maximum size aggregate trowelledto smooth surface as specified. *(D095 D100)

20mm thick


Not exceeding 150mm in height/width

Exceeding 150mm but not exceeding 300mm in height/width

ADD to (or deduct from) Item 0097 for each 5mm thickness over (or under)25mm

ADD to (or deduct from) Item 0098 for each 5mm thickness over (or under)25mm Grade 40 structural concrete with 10mm maximum size aggregatetopping including working around rod or fabric reinforcement (reinforcementmeasured separately) and trowelled to smooth surface with powerfloat asspecified. *(D10l D102)

25mm thick


m2

m2

m2

m2

m2

m

m

m2

m2

m2

m

m

m

m

m2

m2

23.00

32.00

30.20

34.20

34.50

7.30

12.30

8.30

9.20

1.55

6.70

9.60

0.90

1.25

13.20

1.80


35/112

SOR Page D8


D103

D104

D105

D106

D107

D108

D109

D110

D111

D112

D113

D114

D115

D116

D117

Vinyl Tiling

Supply and lay 2mm thick vinyl floor tile to match existing inclusive ofapproved adhesive (Removal measured separately)

Self-levelling Screeding

Supply and lay self-levelling topping screed minimum 6mm thick(cementitious based) flooring with bonding agent and rubber stripexpansion joint to fall with minimum 6mm thickness complete with one layerof sealer coat to manufacturersinstruction

Dividing Strips

Mosaic tiles to form court line(38mm to 50mm wide) for badminton, sepaktakraw and basketball courts etc.

25mm x 3mm aluminium dividing strips

25mm x 3mm copper dividing strips

25mm x 3mm stainless steel dividing strips

PVCL shaped strips

Epoxy Mortar Screeding

Supply and apply epoxy mortar screed flooring system with epoxy resinprimer follow by a layer of minimum 5mm thick epoxy mortar and a non-slipsealer coat after 24 hours curing

Coloured Grout Finishing

Supply and lay one coat of finishing grout colour (sundek or otherapproved) to match existing complete with one coat of acrylic clear top coatfor repair to colour screed surface

Natural Stone, Finishing

Supply and lay solhofen natural stones of approved pattern, jointed, pointedand bedded on minimum 20mm thick cement and sand screed (13)

Miscellaneous

* Hack off all existing damaged rendering /finishings on floors, treads, risersetc and prepare surface to receive new finish *(D113 D115)

Not exceeding 25mm thick

Exceeding 25mm but not exceeding 50mm thick

Exceeding 50 but not exceeding 75mm thick

Hack existing floor to form random keys, clean and wash to receive newfinish

Scrape off existing damaged vinyl tile / carpet / linoleum and remove alladhesive stains

m2

m2

m

m

m

m

m

m2

m2

m2

m2

m2

m2

m2

m2

18.30

17.50

4.70

6.90

8.10

9.70

2.40

41.00

16.30

44.90

2.40

3.40

4.30

1.30

1.80


36/112

SOR Page D9

Item Description Unit Rate ($)D121

D122

D123

D124

D125

D126

D127

D128

D129

D130

D131

Apply one coat of approved bonding agent to concrete surface to receivenew rendering / finishings. (applicable for walls and floors)

Patch up existing holes to floor rendering not exceeding 0.1 metre square incement mortar (1:3) gauged with bonding agent top surface trowelledsmooth to match existing.

Patch up existing damaged mosaic floor finishings with new mosaic tomatch existing for single patch not exceeding 0.1 metre square

Re-pointing joints of existing mosaic floor in white cement includingcleaning floor on completion.

Re-pointing joints of existing quarry tiles/ceramic tiles/brick paving withcement and fine sand.

Treatment to existing tiles/carpark ramp surface with anti-slip floortreatment chemicals according to manufacturers instructions.

Concrete base to tube stand of fixed table/stool in hawker centres notexceeding 200mm diameter and 75mm high including mosaic/ceramic tiles,coved tiles, to match existing

Epoxy Sediment Colour Flakes Coating System to Wall or Floor

Supply and apply epoxy sediment colour flakes coating system with 2-component epoxy resin binder follow by a layer of sediment colour flakesand a non-slip 2-component polyurethane binder. (Average thickness ofcoating shall be 1.2mm)

Repair to Concrete Surface

* Supply and lay approved two components patching compound mixed with

liquid acrylic based additive according to manufacturer s instruction

To floor of 4-5mm thickness

To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves Supply and lay approved singlecomponent consists of special cement and syntheticaggregates according to manufacturers instruction


To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves Supply and lay approved twocomponents mortar based compound consists of cement, additivies,aggregates and well-gradedfiller mixed with liquid acrylic polymer and synthetic resin according tomanufacturer s instruction


To cracks in walls, slabs, soffits and floors approximately 25mm x 25mmdeep including forming V shaped grooves

m2

No.

No

m2

m2

m2

No

m2

m2

m

m2

m

m2

m

0.80

2.10

6.70

4.60

3.80

13.60

15.00

41.00

16.30

5.30

16.30

5.30

25.60

6.60


37/112

E NOT IN USE


38/112

F CARPENTER, JOINER AND IRONMONGER

S/N Contents SOR Page

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

False Ceiling

Fire-Rated Doors

Doors

Windows

Boarding

Fire-Rated Partitions

Bolts

Hinges

Hasp & Staples

Locking Eye/Ear

Door Holder/Closer

Keys

Gain Access to Units

Door Handles

Anchor

Padlock

Lockset

Cupboard Fitments

Sawn Timber

Wrot Timber

Plywood Panels

Laminated Plastic Sheet

Rubber Guard

Locking Bar

Stainless Steel Spike

Ball Catch

Chicks/Blinds

Work in Connection with Demolition

F1

F2

F2 F5

F5

F5

F6

F7

F8

F8

F8

F8

F9

F9

F9 F10

F10 F11

F11 F13

F13

F13

F14

F14

F14

F15

F15

F15

F15

F15

F16

F16


39/112

29

30

31

Nomad Dirt Trap Matting

Perspex Sheet

Miscellaneous

F16

F16 F17


40/112

SOR Page F1


F001

F002

F003

F004

F005

F006

F007

F008

F009

F0l0

F011

F012

F013

F014

CARPENTER, JOINER JND IRONMONGER(To be read in conjunction with Preambles)

False Ceiling

Supply and fix symmetrically 6mm thick asbestos-free cement board ceilinglining including all necessary timber cover fillets

* Supply and fix Calcium Silicate asbestos-free building boards as ceilingboard in-fill to suspended system (suspended system measured separately)or nailed to timber joints (timber joints and cover fillets measuredseparately)* (F002 F005)

3.2mm thick

6mm thick

9mm thick

12mm thick

Supply and fix 12mm thick soft board as ceiling or wall panel (timberframing and fillets measured separately)

Supply and fix 12mm thick mineral fibre or plasterglass ceiling boards in-fillincluding L11 shape aluminium stiffener, where necessary

* Supply and fix fibre plastered board to lobby ceiling on timber framingsupport x 50mm treated timber and 50 x 25mm hanger treated timber*(F008 F009)

9mm thick

12mm thick

* Supply and fix gysum ceiling board including all necessary joint (tanalisedtimber frame and painting measured separately) *(F010 F011)

9mm thick

12mm thick

Supply and fix plasterglass / gypsum cornices including all necessary jointand removal of old cornices.

Supply and fix TTT or L shaped galvanised steel strips with aluminium orenamel finishes not exceeding 30mm wide as fillet for false ceilingsincluding hanging wires or adjustable rod hanger.

Supply and fix 9mm thick egg crate plastic louvre for encasing gas pipe

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m

m

m2

16.00

15.00

18.80

23.70

28.30

11.80

25.60

27.00

33.00

15.10

18.30

8.20

4.00

24.40


41/112

SOR Page F2


F015

F016

F017

F018

F019

F020

P021

F022

F023

F024

P025

F026

F027

Fire-Rated Doors

Supply and fix a complete system of 45mm thick single leaf half-hour firerated timber surface finished composite door and all necessary

ironmongery and accessories as specified and approved by PSB and FSB

Supply and fix a complete system of 45mm thick single-leaf half-hour firerated timber surface finished composite door complete with 6mm thickwired clear glass observation panel, and allnecessary ironmongery and accessories as specified and approved by PSBand FSB

Supply and fix a complete system of 45mm thick half-hour fire ratedaluminium clad composite door for Service Duct complete with aluminiumclad timber door frames and ironmongery as specifiedin detailed drawing (EM-TC-STD-BLDG-99-13) and approved by PSE andFSB

Supply and fix a complete system of 45mm thick half-hour fire rated

aluminium clad composite door in two leaves for Store, Bulk Refuse Area,CD Shelter or Switch/Pump/MDF Room complete withaluminium clad timber door frames and ironmongery as specified in detaileddrawing (EM-TC-STD-BLDG-99-13) approved by PSB and FSB

Doors

Supply and install 38mm thk Framed, Ledged and Braced Door and filled inwith 19mm thick tongued and grooved V jointed boarding as specified indrawing(EM-TC-STD-BLDG-99-14)

Supply and install 45mm thk Framed, Ledged and Braced Door and filled inwith 19mm thick tongued and grooved V jointed boarding \

Supply and install 50mm thk Framed, Ledged and Braced Door and filled in

with 25mm thick tongued and grooved V jointed boarding

* Supply and install in the following thickness with framings slot & fix andfilled in with 13mm thick timber louvres including fixing fillets *(F022 F023)

38mm thick

45mm thick

Supply and install 38mm thick flush door filled in on both sides with 6mmthick plywood as per drawing no. (EM-TC-STD-BLDG-99--28)

* Supply and install solid cored flushed door filled in on both sides with6mm thick plywood *(F025 P027)

38mm thick

45mm thick

50mm thick

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

239.50

264.50

345.00

304.80

92.00

101.20

112.70

80.70

86.50

68.10

76.90

84.90

89.80


42/112

SOR Page F3

Item Description Unit Rate ($)P028

F029

F030

F031

F032

F033

F034

F035

F036

F037

F038

F039

F040

F041

F042

F043

Supply and install 50mm thick 2 leaf solid core timber door comprising38mm thick tongued and grooved, jointed boards and filled in both faceswith 6mm thick plywood and 19mm thick hardwood edging all round

Supply and install 40-45mm thick half-round fire-rated single leaf decorativesolid timber composite door for main entrance(door frame and stainvanished not included) complete with ironmongery approved by PSB andFSB (for door-size ranging from 850-1000mm in wide and 2100-2200mm inheight)

Supply and install 38mm thk switchroom door with 2 or 3 panels filled inwith 9.5mm thick plywood and 1 panel with framing slot & fix and filled inwith 13mm thick timber louvres including fixing fillets

* Supply and install panel door in the following thickness in 4 panels filled inwith 9.5mm thick plywood *(F031 F033)

38mm thick

45mm thick

50mm thick

* Supply and install framed cupboard door in the following thickness filled inwith 6mm thick plywood *(F034 F036)

19mm thick

25mm thick

32mm thick

Take down part decayed timber doors take out decayed members andincorporate new members, adjust and re-assemble door including all

necessary dowels and wedges and re-fixing doors to position and removalof debris from site (New timber members measured separately)

Take down warped doors, ease, adjust and refix to position

Cut into/take out part (not whole piece of timber member) / rotten ordecayed frames, mullion, transome, cills, handrails, etc and form allnecessary approved joints to receive new timber including taking down ofdoors, if necessary and rehanging in position new timber measuredseparately)

Bore holes to door panels not exceeding 25mm diameter for ventilation

Pull off existing nails, hooks, screws etc. from timber and fill up holes withwood putty or other approved material and touch up with paint to matchexisting

Fill up door lock holes, hinge rebates, etc with and including adhesive andtimber, sand-papering and knotting, and painting to match existing

Supply and fix rubber glazing gasket to doors

m2

no.

m2

m2

m2

m2

m2

m2

m2

m2

m2

m

No.

No.

No.

m

102.00

325.80

70.00

66.20

70.40

73.60

31.50

33.30

35.30

17.00

4.30

8.00

0.60

0.40

2.70

3.20


43/112

SOR Page F4


F044

F045

F046

F047

F048

F049

F050

F051

F052

F053

F054

F055

F056

F057

F058

F059

F060

F061

* Supply and install 1.2mm thick natural anodised extruded aluminiumframed swing door G/W sheet / float glass, aluminium door framing,ironmongery and all necessary fixing, jointing and accessories *(F044F045)

With 6mm thick clear sheet/float glass

With 6mm thick tined sheet/float glass

Supply and install 1.2mm thick natural anodised extruded aluminiumframed swing door with fixed top panel c/w sheet/float glass, aluminiumdoor framing, ironmongery and all necessary fixing, jointing andaccessories *(F046 F047)

With 6mm thick clear sheet/float glass

With 6mm thick tined sheet/float glass

Supply and install 10mm thick twin-wall tinted bronzed polycarbonate sheet

onto existing frames with aluminium champing bar c/w snap on cover andall necessary accessories

Supply and install 12mm thick tempered glass swing door lm x 2.lm c/wironmongery, handle including all necessary fixing, jointing and accessories

Supply and install 12mm thick tempered glass for door and full height glasspartition

Supply and install 12mm thick glass for door and full height glass partition

Labour to take down tempered glass door to clean, oil all mechanism andrefix in position with proper alignment

Labour for checking and repair auto sliding door (cost of parts shall be paid

separately)

Supply and fix wide angle door viewer

Supply and fix door seal

Supply and fix stainless steel security door chain and slot

Supply and fix chrome security door chain and slot

Kapor casement or door panels open to receive glass, waterproof plywoodor wire gauze with rebated and moulded rails, stiles, glazing or dividing barsand pinned heads including hanging on to door frames(infills panelsmeasured separately) *(F055 F06l)

25mm thick

38mm thick

43mm thick

48mm thick

m2

m2

m2

m2

m2

m2

m2

m2

m2

no.

no.

m

no.

no.

m2

m2

m2

m2

129.80

134.60

129.80

134.60

93.00

847.80

192.20

228.30

11.20

207.00

7.30

5.90

10.80

8.50

56.70

63.40

67.10

70.90


44/112

SOR Page F5


F062

F063

F064

F065

F066

F067

F068

F069

F070

F071

F072

F073

F074

F075

F076

F077

F078

F079

Kapor panelled casements or doors partly panelled with solid timber orplywood not exceeding 12mm thick partly open for glazing with rebated andmoulded rails, stiles, glazing beads including hanging on to door frames(Glass panel measured separately) *(F062 F066)

25mm thick

38mm thick

43mm thick

48mm thick

WINDOWS

Supply and fix back vinyl gester sealing strips to perimeter of window framewith holding down screws or nails at 50mm centre

Supply and install 38mm thick windows with framings stop slotted and filled

in with 13mm thick timber louvres including fixing fillets

Supply and install 38mm thick framed windows open rebated and preparedfor glass including fixing beadings (glass measured separately)

Take down part decayed timber windows take out decayed members andincorporate new members, adjust and re-assemble windows including allnecessary dowels and wedges and re-fixing windowsto position and removal of debris from site (New timber members measuredseparately)

Take down warped windows, ease, adjust and refix to position

Cut into/take out part (not whole piece of timber member), rotten ordecayed frames, mullion, transome, cills, handrails, etc and form all

necessary approved joints to receive new timber including taking down ofwindows, if necessary and rehanging in position new timber measuredseparately)

Supply and fix rubber glazing gasket to Notice Board, sliding windows, tophung and casement windows

Supply and fix 300mm long chromium plate casement studs

Supply and fix black Japenned casement studs

Supply and fix chromium plated casement fasteners

BoardingWrot kapor boarding to floors, shelves, fitments, partitions, ceiling, etc. wellcramped up, nailed or screwed to bearers (Bearers measured separately)*(F076 F079)

19mm thick

25mm thick

28mm thick

38mm thick

m2

m2

m2

m2

m

m2

m2

m2

m2

m

m

no.

no.

no.

m2

m2

m2

m2

64.30

71.80

74.70

78.50

2.10

75.00

56.10

17.00

8.10

8.00

3.80

5.60

1.80

4.50

31.60

41.60

46.50

63.20


45/112

SOR Page F6


F080

F081

F082

F083

Fire Rated Partition

Supply and install one-hour fire rated partitions both sides covered withapproved 15mm thick gypsum boards constructed with U channel frame

including all accessories & necessary works (dismantling of existing falseceiling, partitions, diversion of services, painting and other finishesmeasured separately)

Supply and install half-hour fire rated partitions both sides covered withapproved 12mm thick gypsum boards constructed with U channel frameincluding all accessories & necessary works (dismantling of existing falseceiling, partitions, diversion of services, painting and other finishesmeasured separately)

Supply and fix in replacement approved 15mm thick gypsum board toexisting fire rated partitions including dismantling of existing false ceilingand re-fix in position, if applicable. Remove debris and make good work -disturbed (diversion of services, painting and other finishes measuredseparately)

Supply and install 50mm thick half-hour rated solid kapor timber doorconstructed with T & G boardings and flush jointed with 3 nos. of 10mmdiameter mild steel tie rods including wired glass peephole (painting andironmongery measured separately)

F084 to F093 NOT IN USE

m2

m2

m2

m2

30.80

25.20

11.70

97.20


46/112

SOR Page F7


F094

F095

F096

F097

F098

F099

F100

F101

F102

F103

F104

F105

F106

F107

F108

F109

F110

Bolts

75mm long brass barrel bolts






90mm x 27mm stainless steel barrel/square shoot bolt

240mm x 27mm stainless steel barrel/square shoot bolt

100mm stainless steel flush shoot bolt

150mm x 25mm stainless steel flush shoot bolt

225mm x 25mm stainelss steel flush shoot bolt

Japenned malleable iron cabin hooks and eyes *(F105 F110)

75mm

150mm

225mm

300mm

375mm

450mm

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

1.80

1.90

2.20

3.20

4.30

6.90

7.70

9.00

10.60

9.30

9.90

2.00

2.50

3.80

5.20

8.00

8.90


47/112

SOR Page F8


F111

F112

F113

F114

F115

F116

F117

F118

F119

F120

F121

Fl22

F123

F124

F125

F126

F127

F128

F129

F130

Hinges *(F111 F115)

75mm pressed steel butt hinges



100mm stainless steel butt hinges

150mm stainless steel butt hinges

* Supply and fix HEAVY DUTY HOOK AND BAND HINGES to bincompound door* (F116 F117)

pa sor pns

Documents