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Trade Heading: O - Labour Rates

0.00JADUAL KADAR HARGA UPAH BURUH

2002

O001 Labourer (Unskilled) Day 45.00 05/07/2005

O001A Semi-skilled labour Day 70.00 26/04/2011

O001B Skilled labour Day 100.00 26/04/2011

O002 Drainlayer Day 60.00 05/07/2005

O003 Concrete Leveller and Screeder Day 65.00 05/07/2005

O004 Mason Day 65.00 05/07/2005

O005 Bricklayer Day 65.00 05/07/2005

O006 Carpenter and Joiner Day 65.00 05/07/2005

O007 Steel Barbender and Fixer Day 65.00 05/07/2005

O008 Pneumatic Tool Operator Day 65.00 05/07/2005

O009 Fitter Day 70.00 05/07/2005

O010 Welder Day 70.00 05/07/2005

O011 Plumber Day 65.00 05/07/2005

O012 Painter Day 60.00 05/07/2005

O013 Roofer Day 65.00 05/07/2005

O014 Glazier Day 65.00 05/07/2005

O015 Ironworker Day 70.00 05/07/2005

O016 Pavior/Plasterer Day 65.00 05/07/2005

O017 Tile Fixer Day 70.00 05/07/2005

O018 Watchman Day 50.00 05/07/2005

O019 Labour (Skilled) Day 65.00 05/07/2005

O020 Pipelayer Day 60.00 05/07/2005

O021 Fence Fixer Day 60.00 05/07/2005

O022 Labour to erect formwork m2 22.00 26/04/2011

O023 Labour to cut, bend & fix steel bar tonne 550.00 26/04/2011

O024 Labour to cast concrete m3 35.00 26/04/2011

O025 Labour to lay bricks; 115 mm thick m2 8.50 26/04/2011

O026 Labour to install lintol 100m x 100mm m 9.00 26/04/2011

O027 Labour to lay damp proof course, 230mm wide m 0.30 26/04/2011

O028 Labour to lay cement & sand acreed to floor;

25mm thick, steel trowel

m2 5.50 26/04/2011

O029 Labour to plaster wall; cement & sand; 28mm

thick; 3 coats; external

m2 12.50 26/04/2011

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O030 Labour to plaster wall; cement & sand; 28mm

thick; 3 coats; internall

m2 8.50 26/04/2011

O031 Labour to lay tiles; homogeneous m2 16.00 26/04/2011

O032 Labour to fix corner beading m 2.30 26/04/2011

O033 Labour to install timber door frame for single

leaf door including sub-frame

no 36.00 26/04/2011

O034 Labour to install timber door frame for double

leaf door including sub-frame

no 39.00 26/04/2011

O035 Labour to install timber door; single leaf no 50.00 26/04/2011

O036 Labour to install timber door; double leaves no 70.00 26/04/2011

Skilled And General Workers

O037 Concretor day 50.00 18/12/2008

O038 Concretor 'Kepala' day 62.00 18/12/2008

O039 Steel bar bender & fixer day 53.00 18/12/2008

O040 Bar bedber 'Kepala' day 66.00 18/12/2008

O041 Formwork carpenter day 54.00 18/12/2008

O042 Formwork carpenter 'Kepala' day 68.00 18/12/2008

O043 Bricklayer day 52.00 18/12/2008

O044 Bricklayer 'Kepala' day 65.00 18/12/2008

O045 Blocklayer day 57.00 18/12/2008

O046 Blocklayer 'Kepala' day 71.00 18/12/2008

O047 Roofer day 55.00 18/12/2008

O048 Roofer 'Kepala' day 71.00 18/12/2008

O049 Joinery carpenter day 57.00 18/12/2008

O050 Joinery carpenter 'Kepala' day 82.00 18/12/2008

O051 Structural steel worker day 65.00 18/12/2008

O052 Structural steel worker 'Kepala' day 94.00 18/12/2008

O053 Welder day 71.00 18/12/2008

O054 Welder 'Kepala' day 101.00 18/12/2008

O055 Plumber day 61.00 18/12/2008

O056 Plumber 'Kepala' day 83.00 18/12/2008

O057 Plasterer day 57.00 18/12/2008

O058 Plasterer 'Kepala' day 75.00 18/12/2008

O059 Tiler day 61.00 18/12/2008

O060 Tiler 'Kepala' day 85.00 18/12/2008

O061 Painter day 55.00 18/12/2008

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O062 Painter 'Kepala' day 70.00 18/12/2008

O063 General worker (Male) day 40.00 18/12/2008

O064 General worker (Female) day 35.00 18/12/2008

Piling

OO01 Sheet pile

OO01A Handle, pitch and drive

O065 FSP 3A, 12m lenght pcs 80.00 16/12/2008

O066 FSP 3A, 9m lenght pcs 70.00 05/11/2008

OO02 Extracting

O067 FSP 3A, 12m lenght pcs 70.00 05/11/2008

O068 FSP 3A, 9m lenght pcs 60.00 05/11/2008

OO03 600mm diameter pretensioned spun concrete

pile

O069 Allow for the provision of all necessary injection

piling equipment, plant, tools and ancillary

equipment (for the execution of all piling work

in this contract) and for their transportation to

site handling, assembling, erecting, dismantling

and removal on completion of the work for any

idle standing time

Item 42,250.00 04/03/2009

O070 Allow for moving and handling piling

equiment, plant, tools, and ancillary equipment

about the site as often and whenever necessary

for the execution of the whole piling operation

(as covered under this contract) including any

excavation and filling required for moving the

plant, tools and ancillary equipment from

differing places and levels of the site, erection

of any staging required and dismantling and

removal on completion.

Item 9,833.33 04/03/2009

O071 Handle, transport and pitch 600mm Diameter

spun pile; 12.00m long

No 44.00 04/03/2009

O072 Drive only by injection method 600mm

Diameter spun pile; 12.00m long (In No. 766)

M 45.67 04/03/2009

O073 12.70mm (overall) Butt weld connection

1884mm girth between edges of mild steel

extension head and base cap plates including

coated heavily with bituminous compound.

No 58.00 04/03/2009

O074 Cut off 600mm diameter pre-tensionedspun

concrete pile to be required level and roughen

the inner surface to detail.

No 59.25 04/03/2009

O075 Allow for Pile Dynamic Analysis (PDA) test and

submission of analysis.

No 1,700.00 04/03/2009

OO04 500mm diameter prestressed spun concrete

pile

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O076 Allow for mobilisation of labour, plants and

hydraulic hammer piling equipment to site,

moving around and demobilisation from site

Item 18,000.00 16/12/2008

O077 Handle, sling and pitch initial and extension

vertical piles not exceeding 12m long

no 64.00 16/12/2008

O078 Handle, sling and pitch initial and extension

raked 1:4 piles not exceeding 12m long

no 80.00 16/12/2008

O079 Drive vertical pile to the required depth m 45.00 16/12/2008

O080 Drive raked 1:4 piles to the required depth m 60.00 16/12/2008

O081 Fillet weld vertical extension pile joints no 97.50 16/12/2008

O082 Cut off piles to the required level and roughen

inner surface of pile

no 120.00 16/12/2008

O083 Provide labours, plants, temporary staging,

kentledge, testing equipment and load 500mm

diameter test pile to 1200KN

no 15,000.00 10/12/2008

O084 Subsequent load test no 10,000.00 10/12/2008

OO05 350mm diameter prestressed spun concrete

pile

O085 Allow for mobilisation of labour, plants and

hydraulic hammer piling equipment to site,

moving around and demobilisation from site

Item 14,666.67 23/12/2008

O086 Handle, transport and pitch initial and extension

pile not exceeding 12m long

no 33.20 23/12/2008

O087 Drive initial and extension pile to the required

depth

m 13.93 23/12/2008

O088 Fillet weld pile joint no 36.00 23/12/2008

O089 Cut off pile head, strip concrete and exposed

reinforcement to a length of 600mm including

bending and binding exposed reinforced rods to

the reinforcement in the pile cap

no 39.00 23/12/2008

O090 Supply and fix 'concrete plug' no 70.00 23/12/2008

O091 Provide all equipments, hydraulic jack,

deflection gauge, kentledge and other related

items for initial load testing to a vertical load of

130 ton or 1300KN

no 13,333.33 23/12/2008

O092 Subsequent load test no 6,933.33 23/12/2008

OO06 300mm diameter prestressed spun concrete

pile

O093 Allow for mobilisation of labour, plants and

jacked -in piling equipment to site, moving

around and demobilisation from site

Item 40,000.00 23/12/2008

O094 Handle, transport, pitch and drive initial and

extension pile to the required depth

m 40.00 23/12/2008

O095 Fillet weld pile joint no 27.67 23/12/2008

O096 Cut off and remove surplus length and strip off

pile head, bend back reinforcement for

connection

no 37.50 23/12/2008

O097 Initial pile test to 1100KN no 14,500.00 23/12/2008

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O098 Subsequent load test no 7,166.67 23/12/2008

O099 PDA test no 1,450.00 23/12/2008

OO07 350 x 350mm R.C Pile

O100 Allow for the provision of necessary hydraulic

hammer piling equipment, plant and tools and

for their transportation to the site, handling,

assembling and removal after the completion of

operation

Item 15,000.00 19/02/2009

O101 Allow for moving and handling piling

equipment about the site

Item 3,000.00 19/02/2009

O102 Allow for submission of records of all piles Item 3,700.00 19/02/2009

O103 Allow for the provision of necessary testing

equipment, plant and tools and for their

transportation to the site, handling, assembling

and removal after completion including all

idling and standing time

Item 4,750.00 19/02/2009

O104 Handle, transport, pitch and drive initial and

extension pile to the required depth

m 16.50 19/02/2009

O105 Fillet weld pile joint no 34.00 19/02/2009

O106 Cut off pile head to required level, strip off

concrete to expose reinforcement, bend the pile

reinforcement excess length to dispose to

Contractor's own dump site

no 35.80 19/02/2009

O107 Initial pile test to twice working load of 1500KN no 29,030.00 19/02/2009

O108 Subsequent load test no 18,720.00 19/02/2009

O109 PDA test including preparation of pile head,

submission of test report

no 960.00 19/02/2009

OO08 300 x 300mm R.C Pile

O110 Mobilisation & Demobilisation of hydraulic

hammer piling frame and equipment

Item 13,666.67 16/12/2008

O111 Moving and handling piling equipment, plant

and tools about the site

Item 4,000.00 16/12/2008

O112 As built survey Item 4,000.00 16/12/2008

O113 Submission of piling record Item 1,500.00 16/12/2008

O114 Handle, transport and pitch only, 12m long

initial/extension pile

no 43.00 16/12/2008

O115 Drive only initial/extension pile m 14.50 16/12/2008

O116 Filler weld pile joint no 30.00 16/12/2008

O117 Cut off pile head and cart away surplus length

from site

no 35.00 16/12/2008

O118 Preliminary load test 2 x 1000KN no 14,166.67 16/12/2008

O119 PDA test no 1,333.33 16/12/2008

OO09 250 250mm R.C Pile

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O120 Allow for moving and handling jacked-in piling

equipment, plants, tools at the site as often and

whenever necessary for the operation of the

whole piling operation including for moving the

plants, tools and ancillary equipment from

different levels of the site and all necessary

staging, platform and any idling standing time.

no 42,500.00 23/12/2008

O121 Handle, transport, pitch and drive initial and

extension pile to the required depth

m 29.50 23/12/2008

O122 Fillet weld pile joint no 22.75 23/12/2008

O123 Cut off and remove surplus length and strip off

pile head, bend back reinforcement for

connection

no 29.50 23/12/2008

O124 Initial load test to 660KN no 10,350.00 23/12/2008

O125 Subsequent load test no 8,750.00 23/12/2008

O126 PDA test no 1,187.50 23/12/2008

OO10 200 x 200mm R.C pile

O127 Handle, transport and pitch, 6m long

initial/extension pile

no 9.00 16/12/2008

O128 Drive initial/extension pile to the required depth m 4.50 16/12/2008

O129 Fillet weld pile joint no 8.00 16/12/2008

O130 Cut off pile head and cart away surplus length

from site

no

OO11 150 x 150mm R.C pile

O131 Allow for the provision of necessary hydraulic

hammer piling equipment, plant and tools and

for their transportation to the site, handling,

assembling and removal after the completion of

operation

Item 4,500.00 19/02/2009

O132 Allow for moving and handling piling

equipment about the site

Item 1,000.00 02/01/2009

O133 Allow for submission of records of all piles Item 2,000.00 02/01/2009

O134 Allow for the provision of necessary testing

equipment, plant and tools and for their

transportation to the site, handling, assembling

and removal after completion including all

idling and standing time

Item 10,000.00 02/01/2009

O135 Handle, transport, pitch and drive initial and

extension pile to the required depth

m 4.38 19/02/2009

O136 Fillet weld pile joint no 8.83 19/02/2009

O137 Cut off pile head to required level, strip off

concrete to expose reinforcement, bend the pile

reinforcement, excess length to dispose to

Contractor own dump site

no 16.83 19/02/2009

O138 Subsequent load test to twice working load of

400KN

no 5,250.00 19/02/2009

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O139 PDA test including preparation of pile head,

submission of test report

no 958.33 19/02/2009

Concretor

O140 Concretor m3 16.00 13/02/2009

O141 Lean Concrete m3 16.00 26/02/2009

OO12 Lean concrete, 50mm thick including

necessary trimming base of excavation

03/12/2008

O142 To underside of pile cap, footing, ground beam,

apron slab, ground floor slab, trench beam,

trench slab, pit slab and the like

m2 1.50 17/02/2009

OO13 Reinforced concrete including vibrating and

trowelling to a smooth and uniform level in

O143 Pile cap, footing, column stump, ground beam,

trench beam and lift pit

m3 19.00 03/12/2008

O144 Column m3 20.00 03/12/2008

O145 Stiffener and lintol m3 21.00 03/12/2008

O146 Roof beam m3 20.00 03/12/2008

O147 150mm thick ground floor slab and apron slab m3 19.00 03/12/2008

O148 150mm thick suspended floor slab and

suspended floor beam

m3 19.00 03/12/2008

O149 150mm thick roof slab m3 19.00 03/12/2008

O150 200mm thick wall m3 20.00 03/12/2008

Bar Bender

O151 Bar-Bender tonne 330.00 13/02/2009

O152 Fabric BRC m2 1.35 24/10/2008

OO14 Rods, 12mm, 16mm, 20mm, 25mm, 32mm and

40mm diameter

O153 In foundation kg 0.33 03/12/2008

O154 In column kg 0.33 03/12/2008

O155 In beam kg 0.33 03/12/2008

O156 In wall kg 0.33 03/12/2008

OO15 Strirrups and Links

O157 6mm, 10mm and 12mm diameter kg 0.33 03/12/2008

OO16 BRC Fabric

O158 In ground floor slab, apron slab, trench slab,

suspended floor slab and roof slab

m2 1.30 03/12/2008

Formwork

O158A Formwork m2 13.00 13/02/2009

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OO17 Timber formwork fabrication, fixing and

striking not exceeding 3.50m high

O159 To sides of pile cap, footing, column stump,

ground beam, trench beam and lift pit

m2 13.00 03/12/2008

O160 To sides of column and stiffener m2 13.00 03/12/2008

O161 To sides and soffits of suspended floor beam and

roof beam

m2 13.00 03/12/2008

O162 To sides and soffits of suspended floor slab m2 13.00 03/12/2008

O163 To sloping soffit of staircase m2 13.00 03/12/2008

Precast prestressed hollow core slab, plank

and precast beam

Installation & Grouting Works

OO18 Installation (Labour Only NOT inclusive

cranage)

O164 Hollow core slabs & planks in thickness 300mm

& below

m2 3.43 26/02/2009

O165 Hollow core slabs & planks in thickness 300mm

& above

m2 5.00 26/02/2009

O166 Hollow core slabs & planks in thickness 325mm m2 3.80 26/02/2009

O167 Hollow core slabs & planks in thickness 360mm m2 4.60 26/02/2009

O168 Precast beams, L < 10m no 103.13 26/02/2009

O169 Precast beams, 10m < L < 15m no 178.00 26/02/2009

O170 Precast column, 1 tier in one length no 152.50 26/02/2009

O171 Precast column, 2 tiers in one length no 200.00 26/02/2009

O172 Precast staircase flight no 108.80 26/02/2009

O173 Precast landing slab no 132.00 17/02/2009

O174 Precast wall, 2400 x 1800 x 150mm thick no 100.00 31/12/2008

O175 Precast wall, 2250 x 1800 x 150mm thick no 132.00 26/02/2009

OO19 Grouting Works to Precast System (Labour &

Materials)

O176 Grouting to beam dowels connection no 52.56 26/02/2009

O177 Grouting to beam & column gap including

formwork

no 104.99 26/02/2009

O178 Grouting to BSF connection gap including

formwork

no 102.74 26/02/2009

OO20 Grouting to HCS/Plank shearkey joint

(E.mix) to

O179 AV5 - 265 m 9.13 26/02/2009

O180 EV4-325 m 14.30 26/02/2009

O181 EV4-460 m 19.60 26/02/2009

O182 Plank 110 m 5.90 17/02/2009

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O183 WV6 - 205 m 5.00 31/12/2008

OO21 Grouting to column base, 50mm in gap in

between; column to pile cap & column to

column

O184 500 x 500mm no 97.90 26/02/2009

O185 450 x 600mm no 100.10 17/02/2009

O186 300 x 700mm no 68.33 26/02/2009

O187 300 x 300mm no 82.50 17/02/2009

OO22 Grouting to column corrugated connection

O188 4 dowels (300 x 300) no 138.60 17/02/2009

O189 6 dowels no 156.25 26/02/2009

O190 8 dowels (500 x 500) no 278.30 26/02/2009

OO23 Grouting to column corrugated connection at

beam top rebar

O191 2 tiers no 55.00 17/02/2009

O192 Grouting to staircase flight no 121.00 17/02/2009

O193 Grouting to landing slab no 121.00 17/02/2009

O194 Grouting to wall no 69.75 26/02/2009

OO24 Associated Works On Site

O195 Concrete G30 to topping, 75mm thick m3 310.00 17/02/2009

O196 Concrete G40 to beam infill & beam top m3 340.00 31/12/2008

O197 Concrete G40 to beam-column junction m3 340.00 31/12/2008

O198 Rebar to beam top, span & support kg 3.25 17/02/2009

O199 Rebar to topping, EB/PB kg 3.25 17/02/2009

O200 RD6 mesh to topping, 4.44kg/m2, measure nett,

allow lap in rate

m2 13.00 17/02/2009

O201 Formwork to underside of hcs at perimeter beam

end

m 18.00 31/12/2008

O202 Formwork to edge of topping m 18.00 31/12/2008

Bricklayer

O203 Bricklayer pcs 0.15 24/10/2008

O204 Hoisting brick pcs 0.02 15/11/2008

OO25 Lay cement and sand brick

O205 110mm thick wall m2 8.05 03/12/2008

OO26 Lay clay brick

O206 115mm thick wall m2 8.05 03/12/2008

OO27 Lay hollow concrete block

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O207 200mm thick wall m2 8.50 13/01/2009

Plasterer

O208 External m2 7.53 13/02/2009

O209 Internal m2 6.99 13/02/2009

OO28 Plaster including mortar mixer, wheel barrow

and trowelling tools and erection of working

platform to a working height of not more than

3.0m high

OO29 19mm thick with wood float or sponge finish

in two (2) coats

O210 Brickwall and concrete surface; externally m2 8.00 04/12/2008

OO30 19mm thick with steel trowelled finish in two

(2) coats

O211 Brickwall and concrete surface; internally m2 7.00 04/12/2008

Door

O212 Lintol Small no 5.00 27/11/2008

O213 Lintol Big no 15.00 27/11/2008

O214 Lintol Arch no 100.00 27/11/2008

OO31 Timber/Metal Frame

O215 Door Frame, SL no 10.00 24/10/2008

O216 Door Frame, DL no 15.00 24/10/2008

OO32 Timber window frame fixing

O217 Overall size 300mm x 300mm high no 10.00 04/12/2008

O218 Overall size 1200mm x 1200mm high no 13.00 04/12/2008

OO33 Timber door frame fixing

O219 Overall size 900mm x 2100mm high no 13.00 04/12/2008

O220 Overall size 1800mm x 2100mm high no 19.00 04/12/2008

OO34 Metal door frame fixing

O221 Overall size 900mm x 2100mm high no 13.00 04/12/2008

O222 Overall size 1800mm x 2100mm high no 19.00 04/12/2008

OO35 Timber Leaf Including Ironmongery

O223 Door Leaf including ironmongery, SL no 15.00 24/10/2008

O224 Door Leaf including ironmongery, DL no 30.00 24/10/2008

OO36 Fire Leaf Including Ironmongery

O225 Door Leaf including ironmongery, SL no 40.00 24/10/2008

O226 Door Leaf including ironmongery, DL no 80.00 24/10/2008

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OO37 Partition Leaf Including Ironmongery

O227 Door Leaf including ironmongery, SL no 10.00 24/10/2008

O228 Door Leaf including ironmongery, DL no 20.00 24/10/2008

OO38 PVC Leaf

O229 Door Leaf, SL no 7.00 27/11/2008

OO39 Timber hollow core door fixing with hinges

and normal/standard lockset

O230 Standard hollow core flush door faced both sides

with plywood; overall size 900mm x 2100mm

high x 40mm thick

no 17.00 04/12/2008

O231 Standard double leaf hollow core flush door

faced both sides with plywood; overall size

1800mm x 2100mm high x 40mm thick

pair 28.00 04/12/2008

OO40 Timber solid core door fixing with hinges and

normal/standard lockset

O232 Standard solid core flush door faced both sides

with plywood; overall size 900mm x 2100mm

high x 42mm thick

no 30.00 04/12/2008

O233 Standard double leaf solid core flush door faced

both sides with plywood; overall size 1800mm x

2100mm high x 42mm thick

pair 54.00 04/12/2008

OO41 Timber fire door fixing with hinges and

normal/standard lockset

O234 Standard one (1) hour fire-rated door; overall

size 1070mm x 2100mm high x 50mm thick

no 42.00 04/12/2008

O235 Standard double leaf one (1) hour fire-rated

door; overall size 1800mm x 2100mm high x

50mm thick

pair 74.00 04/12/2008

OO42 Ironmongery fixing

O236 Door closer no 9.00 04/12/2008

O237 Lockset no 5.00 18/02/2009

Pavior

OO43 Mason

O238 Rendering, 25mm thick m2 5.38 13/02/2009

O239 Rendering, 50mm thick m2 5.92 13/02/2009

OO44 To floor

O240 25mm thick cement and sand render with steel

trowelled finish to a smooth and level surface

m2 5.40 04/12/2008

O241 20mm thick cement and sand base screed with

steel trowelled finish to a smooth and level

surface to receive finishing

m2 5.40 04/12/2008

Tiling

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OO45 Wall tile including preparation and laying of

cement and sand backing screed

OO46 To wall

O242 200mm x 200mm ceramic tile m2 17.00 04/12/2008

O243 450mm x 450mm granite slab m2 54.00 04/12/2008

O244 450mm x 450mm marble slab m2 43.00 04/12/2008

OO47 Floor tile including preparation and laying of

cement and sand backing screed

OO48 To floor

O245 300mm x 300mm ceramic tile m2 17.00 04/12/2008

O246 300mm x 300mm homogeneous tile m2 17.50 04/12/2008

O247 600mm x 600mm granite slab m2 48.00 04/12/2008

O248 600mm x 600mm marble slab m2 43.00 04/12/2008

OO49 Wall & Floor Finishes

O249 Power float m2 3.60 24/10/2008

O250 Wall tile m2 17.22 06/01/2009

O251 Floor tile m2 17.76 06/01/2009

O252 Skirting m 5.25 06/01/2009

O253 Wall tile menara TM Melaka m2 34.43 24/10/2008

O254 Floor tile Menara TM Melaka m2 34.43 24/10/2008

O255 Floor tile skirting Menara TM Melaka m 2.40 24/10/2008

O256 Carpet tile m2 9.70 26/11/2008

O257 Carpet roll m2 14.00 26/11/2008

Roofer

OO50 Structural steelwork fabrication, erection and

fixing including cranage

OO51 Heavy section

O258 Universal beam and universal column kg 0.90 04/12/2008

OO52 Hollow section

O259 Square, rectangular and circular hollow sections kg 1.00 04/12/2008

OO53 Attached connection

O260 Cleats, stiffeners and plates and the like kg 0.90 04/12/2008

OO54 Roof truss

O261 Up to 10.0m span kg 0.90 04/12/2008

O262 Above 10.0m span kg 0.90 04/12/2008

OO55 Roofer

Page : 12CHEW FU KEONG Date of Printing: 21/Jul/11

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Trade Heading: O - Labour Rates (Continued)

O263 Lay aluminium foil m2 2.38 29/10/2008

O264 Lay chicken wire netting m2 1.81 26/04/2008

O265 Fix fascia board m 6.29 26/04/2008

O266 Fix valley gutter m 5.58 18/02/2009

O267 Lay concrete roof tile pc 0.50 24/10/2008

O268 Lay concrete roof tile to pitch not exceeding 30

degree

m2 6.00 03/12/2008

O269 Lay metal deck to pitch not exceeding 30 degree m2 5.00 03/12/2008

O270 Lay 50mm thick fibre wool insulation & wire

mesh netting to slope

m2 1.50 03/12/2008

O271 Lay sisalation to slope m2 1.00 03/12/2008

Ceiling Installer

O272 Ceiling board and frame m2 6.50 13/02/2009

O273 Skim coat m2 2.00 24/10/2008

OO56 Ceiling framing & finishing fixing

non-suspended ceiling

O274 1200mm x 600mm x 3.2mm thick ceiling board m2 6.00 04/12/2008

O275 1200mm x 600mm x 4.5mm thick ceiling board m2 6.50 04/12/2008

Sanitary

O276 Squatting w.c complete set no 52.50 02/01/2009

O277 Closed coupled sitting w.c complete set no 52.50 02/01/2009

O278 Table top wash basin complete set no 42.50 02/01/2009

O279 Wall hung handicap wash basin complete set no 45.00 24/12/2008

O280 Sink no 40.00 02/01/2009

O281 Urinal no 50.00 02/01/2009

O282 Wall mounted pillar tap no 15.00 24/12/2008

O283 Hand bidet with flexible hose complete set no 20.00 24/12/2008

O284 Surface mounted stainless steel paper holder no 15.00 24/12/2008

O285 Stainless steel vertical liquid soap dispenser

complete set

no 25.00 24/12/2008

O286 Single robe hook with door stopper no 15.00 24/12/2008

O287 Stainless steel floor trap complete with insect

cage, size 150mm x 150mm

no 10.00 24/12/2008

O288 40mm diameter stainless steel grab rail for OKU no 35.00 24/12/2008

Page : 13CHEW FU KEONG Date of Printing: 21/Jul/11

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Trade Heading: O - Labour Rates (Continued)

O289 On completion of the installation of sanitary

fittings, test all fittings, make good any defects

and leave in perfect working order to the entire

satisfaction of the Architect

Item 500.00 24/12/2008

WATER TANK

OO57 Approved FRP water storage tank square

type as described complete with cover and all

necessary fixing accessories

O290 3520 Gallons; Ditto; overall size 4000mm x

2000mm x 2000mm high approximately 20m

above ground level

No 400.00 02/03/2009

O291 2200 Gallons; Ditto; overall size 5000mm x

2000mm x 1000mm high approximately

600mm above ground level

No 340.00 02/03/2009

Scaffolder

O292 Erect frame including cross braces, base plate

and joint pin

frame 6.00 27/11/2008

O293 Dismantle frame, cross braces, base plate &

joint pin including stacking up properly directed

on site

frame 3.00 27/11/2008

O294 Fix 6.0m g.i pipe bracing including all

accessories and coupler

no 6.00 27/11/2008

O295 Dismantle 6.0m g.i pipe bracing & accessories

and coupler including stacking up properly as

directed on site

no 4.00 27/11/2008

O296 Fix 3.0m g.i pipe bracing including all

accessories and coupler

no 3.00 27/11/2008

O297 Dismantle 3.0m g.i pipe bracing & accessories

and coupler including stacking up properly as

directed on site

no 2.00 27/11/2008

O298 Fix wall tie including drilling hole for anchor

bolt (bolt by Main Contractor)

no 4.00 27/11/2008

O299 Dismantle wall tie including making good bolt

hole

no 2.00 27/11/2008

O300 Fix netting size 6'0"x17'0" including tying in

position by wires

pc 10.00 27/11/2008

O301 Dismantle netting including rolling up properly

and return to store as directed

pc 6.00 27/11/2008

Drainage

OO58 Surface Water

O302 Concrete base & P.C half round drain m 18.00 27/11/2008

O303 230mm thick brickwall & plastering m2 23.50 27/11/2008

O304 R.C Strut no 10.00 27/11/2008

O305 Brickwall sump including R.C base no 150.00 27/11/2008

Page : 14CHEW FU KEONG Date of Printing: 21/Jul/11

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Trade Heading: O - Labour Rates (Continued)

O306 600mm diameter pipe culvert m 75.00 27/11/2008

O307 225mm SGW pipe no 5.00 27/11/2008

O308 Precast road kerb no 5.00 27/11/2008

OO59 Rain Water Down Pipe

O309 100mm diameter m 10.66 23/12/2008

O310 150mm diameter m 10.66 23/12/2008

OO60 Gutter

O311 Galvanised iron m 18.05 23/12/2008

Road furniture

O312 Install single beam highway guardrail m 8.50 10/12/2008

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