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SCHEDULE OF RATES FOR

WATERMAIN CONSTRUCTION

IN SARAWAK 2006

JKR Sarawak

June 2006

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1

PREAMBLES

1. All rates shall be used and read together with the Location Factor from baseat Kuching City.

2. All descriptions are to be read with reference to the General Specification forWatermain Construction (September 2005) and the following :

(A) Piling

a) Rates for driving of timber piles shall include for the provision of all necessarymechanical plant, rig, temporary works, timber etc. transporting to site,

erecting, dismantling, removal on completion and also for traveling of pileframe about the site.

b) Rates for driving of precast concrete piles and reinforced concrete lengthenedpiles shall include for the provision of all necessary mechanical plant, rig,

temporary works, etc. and for the traveling of pile frame about the site.

(B) Site Clearance And Earthwork

All rates herein shall be held to include for supply and delivery to site, waste on

materials, carriage and cartage, carrying in and return of empties, hoisting, setting,fitting and fixing in position, making and all other labours and everything else

necessary (including any customs duty, etc.) for the proper completion of each item

and for establishment charges and profit.

Rates for site clearance shall include:

a) Clearing all general vegetation, tall grass, lallang, creepers, shrubs, bushes andall undergrowth.

b) Felling of trees of all sizes including cutting, grubbing up their stumps androots and dispose off site.

c) Clearing all rubbish, debris and unwanted materials.d) Breaking up and removing disused structures, surface beds and pavings,

sewers, drains and drain pipes, manholes, underground wells, sumps, fencing,

posts, retaining walls and other such like structures, including disconnecting

and sealing off services, plugging any pipes cut off at perimeter of site.

e) Removing existing tree stumps and grubbing up their roots and disposal offsite.

f) Filling holes and voids caused by removal of trees, tree stumps, roots, existingstructures or obstructions with hardcore or suitable approved materials.

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2

(C) Excavation

i Excavation shall be measured to commence at existing ground level. All excavationand filling shall be measured nett. The quantities of excavation and filling shall be

measured on the assumption that the gradient of the existing surfaces between the

nearest adjacent spot levels and/ or between contours is constant. Boulders not

exceeding one cubic metre shall be deemed to be included in the rates for excavation.

Rates for excavation (including excavation of drainage) are to include :

a. keeping all excavations free from water, mud, etc. by pumping or bailing ifrequired

b. planking and strutting, leveling, ramming or preparing bottoms, any doublehandling required and for additional excavation for planking, strutting and

formwork.

c. excavating by hand or mechanical means in various soil strata and water tablesd. multiple handlinge. protection of all services encounteredf. additional excavation and backfilling due to Contractors method or process

such as excavation for working space.

g. reinstating to original condition all work disturbed by excavation.h. additional concrete infill where excavated below correct levelsi. giving all required notice

j. to ensure safety of excavation and adjoining structures.

(D) Concrete Work

i. No allowance shall be made in the weight of steel reinforcement for rolling margin,trying wires, spacers, chairs and weight of weld etc. Concrete shall be measured nett

without deduction for the volume of reinforcement.

Rates for concrete shall be held to include :

(a) forming, leaving or cutting grooves, chases, mortices, holes(b) making good and any sundry items of alike nature.(c) providing trial mixes, tests on materials and finished product, including non

destructive test on and off-site

(d) hoisting or pumping or placing in position(e) compacting by suitable means(f)

laying in bays and associated works(g) curing and protection.

Rate for precast concrete work shall include :

(a) all reinforcement and moulds(b) lifting hooks, cast-in brackets, dowels and ther fixing devices(c) finishing fair on all exposed faces, and other surface treatment to receive other

finishes

(d) holes, sleeve, rates, notchings, sinkings, mortices and the like(e) temporary supports(f) hoisting and placing in position; setting, bedding, jointing and pointing in

cement mortar; cutting off lifting hooks.

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3

Rates for bar reinforcement shall include :

(a) allowance for rolling margin and weight of welds(b) cleaning by wire brushing or sand blasting(c) cutting to length and fabricating including bending to various bend and radii(d) providing and tying with galvanized steel wire at all intersections(e) providing seating or spacer blocks and chairs(f) providing all necessary laps and anchorages(g) submitting manufacturers mill and test certificate.Rates for fabric reinforcement shall include :

(a) allowance for rolling margin and weight of welds(b) cleaning by wire brushing or sand blasting(c) cutting to length and fabricating including bending to various bend and radii(d) providing and tying with galvanized steel wire at all intersections(e) providing seating or spacer blocks and chairs(f) providing all necessary laps and anchorages(g) submitting manufacturers mill and test certificate.(h) straight, circular or raking cutting and notching.

ii. Sawn formwork shall mean formwork to produce concrete surfaces suitable forplastering or tiling. Wrot formwork shall means formwork to produce fair face

concrete surfaces suitable for direct application of decorations. Formwork shall be

deducted for openings over one square metres.

Rates for formwork shall be held to include :

(a) for erection, raking and circular cutting, splayed edges, notchings,(b) allowance for overlaps and passing at angles, battens, strutting, bolting,

wedging,

(c) easing, striking and removal.(d) batten framing(e) stopping all holes, cracks and crevices(f) mould oil

(E) Rates for each item of paving shall be held to include for all rounded angles, arrises

and making good and any other sundry items of alike nature.

(F)Rates for each item of skirtings, risers, channels and the like shall be held to includefor all short lengths formed, cut and purpose made angles, junctions, ends, etc. and

making good and any other sundry items of alike nature.

(G) Rates for mild steel tubing are to include for short running lengths, sockets, backnuts,

elbows and bends.

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A DUCTILE IRON PIPE

Item Rate (RM)

No.

Double flanged ductile iron pipe complying to BS EN545:2002 Class

K12 with welded-on flange PN 16 to BS 4504 Table 16/11

1 100mm diameter x 6m No 670.00



4 250mm diameter x 6m No 1,287.00


6 350mm diameter x 600mm No 1,029.60














Flanged spigot ductile iron pipe complying to BS EN545:2002 Class

K12 with welded-on flange PN16 to BS4504 Table 16/11

20 100mm diameter x 300mm No 92.95




Description Unit

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A DUCTILE IRON PIPE (CONT'D)

Item Rate (RM)

No.


K12 with welded-on flange PN16 to BS4504 Table 16/11 (Cont'd)













36 250 mm diameter x 1 m No 343.20













Description Unit


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Item Rate (RM)

No.

Description Unit


K12 with welded-on flange PN16 to BS4504 Table 16/11 (Cont'd)

















Double flange ductile iron bends complying to BS EN545:2002 Class

K12 with cast-on flange PN16 to BS4504 Table 16/11

65 150mm diameter x 11.25 degree No 200.00








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Item Rate (RM)

No.

Description Unit

Double flange ductile iron bends complying to BS EN545:2002 Class

K12 with cast-on flange PN16 to BS4504 Table 16/11 (Cont'd)




75 400mm diameter x 11.25 degree No 1,029.60






Double socket ductile iron bends complying to BS EN545:2002 Class

K12 complete with rubber ring

81 100mm diameter x 45 degree No 150.15















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Item Rate (RM)

No.

Description Unit

Double socket ductile iron bends complying to BS EN545:2002 Class

K12 complete with rubber ring (Cont'd)





99 350mm diameter x 90 degree No 1,129.70













Double flange ductile iron concentric taper

112 250mm x 150mm diameter No 293.15








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Item Rate (RM)

No.

Description Unit

Double flange ductile iron concentric taper (Cont'd)



121 500mm x 350mm diameter No 1,751.75

Double socket ('T' Type) ductile iron tee with branch flanges PN16 to

BS4504 Table 16/11 c/w rubber gasket

122 100mm x 100 mm No 214.50

123 150mm x 100mm No 233.31

124 150mm x 150mm No 350.35

125 200 mm x 80 mm No 414.70

126 200mm x 100mm No 436.15

127 200mm x 150mm No 471.90

128 200mm x 200mm No 543.40

129 250mm x 80mm No 586.30

130 250mm x 100mm No 593.45

131 250mm x 150mm No 622.05

132 250mm x 200mm No 643.50

133 250mm x 250mm No 765.05

134 300mm x 80mm No 672.10

135 300mm x 150mm No 707.85

136 300mm x 200mm No 729.30

137 300mm x 250mm No 786.50

138 300mm x 300mm No 822.25

139 350mm x 80mm No 829.40

140 350mm x 100mm No 832.26

141 350mm x 150mm No 972.40


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Item Rate (RM)

No.

Description Unit


BS4504 Table 16/11 c/w rubber gasket (Cont'd)

142 350mm x 200mm No 1,029.60

143 350mm x 250mm No 1,086.80

144 350mm x 300mm No 1,215.50

145 350mm x 350mm No 1,401.40

146 400mm x 80mm No 965.25

147 400mm x 100mm No 972.40

148 400mm x 150mm No 986.70

149 400mm x 200mm No 1,043.90

150 400mm x 250mm No 1,215.50

151 400mm x 300mm No 1,229.80

152 400mm x 350mm No 1,300.20

153 400mm x 400mm No 1,501.50

154 450mm x 80mm No 1,301.30

155 450mm x 100mm No 1,329.90

156 450mm x 150mm No 1,458.60

157 450mm x 200mm No 1,544.40

158 450mm x 250mm No 1,644.50

159 450mm x 300mm No 1,887.60

160 450mm x 350mm No 1,959.10

161 450mm x 400mm No 2,159.30

162 450mm x 450mm No 2,545.40

163 500mm x 80mm No 1,501.50

164 500mm x 100mm No 1,558.70

165 500mm x 150mm No 1,787.50

166 500mm x 200mm No 1,930.50


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Item Rate (RM)

No.

Description Unit


BS4504 Table 16/11 c/w rubber gasket (Cont'd)

167 500mm x 250mm No 2,044.90

168 500mm x 300mm No 2,330.90

169 500mm x 350mm No 3,017.30

170 500mm x 400mm No 3,103.10

171 500mm x 450mm No 3,146.00

172 500mm x 500mm No 3,360.50

All socket (T Type) ductile iron tee

173 100mm x 100mm No 178.75

174 150mm x 100mm No 257.40

175 150mm x 150mm No 293.15

176 200mm x 100mm No 350.35

177 200mm x 150mm No 378.95

178 200mm x 200mm No 386.10

179 250mm x 100mm No 543.40

180 250mm x 150mm No 564.85

181 250mm x 200mm No 593.45

182 250mm x 250mm No 614.90

183 300mm x 100mm No 775.06

184 300mm x 150mm No 915.20

185 300mm x 200mm No 958.10

186 300mm x 250mm No 1,043.90

187 300mm x 300mm No 1,129.70

188 350mm x 100mm No 850.85

189 350mm x 150mm No 893.75

190 350mm x 200mm No 1,136.85


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Item Rate (RM)

No.

Description Unit

All socket (T Type) ductile iron tee (Cont'd)

191 350mm x 250mm No 1,179.75

192 350mm x 300mm No 1,258.40

193 350mm x 350mm No 1,487.20

194 400mm x 100mm No 972.40

195 400mm x 150mm No 1,194.05

196 400mm x 200mm No 1,437.15

197 400mm x 250mm No 1,530.10

198 400mm x 300mm No 1,644.50

199 400mm x 350mm No 1,808.95

200 400mm x 400mm No 2,102.10

201 450mm x 100mm No 1,186.90

202 450mm x 150mm No 1,258.40

203 450mm x 200mm No 1,494.35

204 450mm x 250mm No 1,644.50

205 450mm x 300mm No 1,658.80

206 450mm x 350mm No 1,687.40

207 450mm x 400mm No 1,787.50

208 450mm x 450mm No 2,152.15

209 500mm x 100mm No 1,758.90

210 500mm x 150mm No 1,787.50

211 500mm x 200mm No 1,887.60

212 500mm x 250mm No 1,973.40

213 500mm x 300mm No 2,030.60

214 500mm x 350mm No 2,316.60

215 500mm x 400mm No 2,631.20

216 500mm x 450mm No 2,788.50


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Item Rate (RM)

No.

Description Unit

All socket (T Type) ductile iron tee (Cont'd)

217 500mm x 500mm No 3,660.80

All flanged ductile iron tee PN16 to BS4504 (Table 16/11)

218 250mm x 150mm No 443.30

219 300mm x 200mm No 543.40

220 300mm x 250mm No 564.85

221 500mm x 100mm No 2,745.60

All flanged ductile iron invert level tee PN16 to BS4504 Table 16/11

222 150mm x 80mm No 235.95

223 200mm x 80mm No 336.05

224 250mm x 80mm No 421.85

225 300mm x 100mm No 586.30

226 350mm x 100mm No 1,101.10

227 400mm x 150mm No 1,501.50

228 450mm x 150mm No 2,216.50

229 500mm x 150mm No 3,117.40

Flanged Adaptor (Ductile Iron) c/w end rings to JKR Standard

Specification for Flexible Couplings and Adaptors Specification No.

JKR 20200-0048-99. Flanged drilled to BS 4504 Table 16/11 (PN16).

230 350mm No 401.50


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B STEEL PIPE

Item Rate (RM)

No.

Concrete-lined mild steel pipes complying to BS534:1990 with

spherical socket and spigot joint and with metallic zinc coating andchro-mate (9.3 metres)

1 450mm nominal diameter No 3,366.00




Concrete-lined mild steel pipes complying to BS534:1990 with plain

ended joint and with metallic zinc coating and zinc chromate (9.3

metres)






Mild Steel Slip-on type Mechanical Coupling complying to

BS534:1990

10 650mm nominal diameter No 858.00





Concrete-lined mild steel plain end tee and with metallic zinc coating

and bitumen wrapping complying to BS534:1990

15 450mm x 150mm nominal diameter No 636.90


17 450mm x 250mm nominal diameter No 1,041.70



Description Unit


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B STEEL PIPE (CONT'D)

Item Rate (RM)

No.


and bitumen wrapping complying to BS534:1990


21 450mm nominal diameter equal tee No 1,815.00

























Description Unit


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Item Rate (RM)

No.

Description Unit


and bitumen wrapping complying to BS534:1990 9 (Cont'd)




























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Item Rate (RM)

No.

Description Unit


and bitumen wrapping complying to BS534:1990 9 (Cont'd)






















Concrete-lined mild steel tee with flanged branch and with metallic

zinc coating andbranch and with metallic zinc coating and bitumen

wrapping complying to BS534:1990




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Item Rate (RM)

No.

Description Unit


zinc coating andbranch and with metallic zinc coating and bitumenwrapping complying to BS534:1990 (Cont'd)



























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Item Rate (RM)

No.

Description Unit





























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Item Rate (RM)

No.

Description Unit





























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Item Rate (RM)

No.

Description Unit




Concrete-lined mild steel welding collars complying to BS534:1990











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C HDPE

Item Rate (RM)

No.

High Density Polyethylene Fittings complying to MS 1058 : 2002

Elbow/ bend of any degree

1 90 mm Diameter, PN 8 NO 52.25

2 110 mm Diameter, ditto NO 58.08







9 450 mm nominal diameter NO 275.00

10 90 mm Diameter, PN 10 NO 58.08









19 90 mm Diameter, PN 12.5 NO 58.08








Description Unit


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C HDPE (CONT'D)

Item Rate (RM)

No.

High Density Polyethylene Fittings complying to MS 1058 : 2002

Elbow/ bend of any degree (Cont'd)


Tee

28 90 mm x 90mm Diameter, PN 8 NO 46.42

29 110 mm x 110 mm Diameter, ditto NO 50.82











40 90 mm x 90mm Diameter, PN 12.5 NO 58.08






Reducer





Description Unit


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C HDPE (CONT'D)

Item Rate (RM)

No.

Description Unit

Reducer (Cont'd)







56 110 mm x 90mm Diameter, PN 12.5 NO 31.94











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D PIPE LAYING

Item Rate (RM)

No.

Handle, joint and lay in trench, for the following Pipe including

fittings, valves, special, hydrants etc.

High Density Polyethylene (HDPE) Pipe

1 110 mm/ 125 mm OD M 10.00

2 160 mm/ 180mm OD M 11.00

3 225 mm OD M 12.00

4 250mm/ 280mm OD M 14.50

5 355 mm OD M 20.00

6 400 mm OD M 30.00

7 450 mm OD M 40.00

8 500 mm OD M 45.00

Ductile Iron (D.I. Pipe)

9 100 mm ND M 10.00

10 150 mm ND M 11.00

11 200 mm ND M 12.00

12 250 mm ND M 14.50

13 300 mm ND M 18.00

14 350 mm ND M 30.00

15 400 mm ND M 35.00

16 450 mm ND M 40.00

17 500 mm ND M 45.00

18 550 mm ND M 50.00

19 600 mm ND M 55.00

20 650 mm ND M 60.00

21 700 mm ND M 65.00

22 750 mm ND M 70.00

23 800 mm ND M 75.00

Description Unit


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D PIPE LAYING (CONT'D)

Item Rate (RM)

No.

Handle, joint and lay in trench, for the following Pipe including

fittings, valves, special, hydrants etc. (Cont'd)

Ductile Iron (D.I. Pipe) (Cont'd)

24 850 mm ND M 80.00

Mild Steel Pipe

25 100 mm ND M 12.00

26 150 mm ND M 13.00

27 200 mm ND M 15.00

28 250 mm ND M 20.00

.

29 300 mm ND M 30.00

30 350 mm ND M 35.00

31 400 mm ND M 40.00

32 450 mm ND M 45.00

33 500 mm ND M 50.00

34 550 mm ND M 55.00

35 600 mm ND M 60.00

36 650 mm ND M 65.00

37 700 mm ND M 70.00

38 750 mm ND M 75.00

39 800 mm ND M 80.00

40 850 mm ND M 85.00

Description Unit


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E PIPE TESTING

Item Rate (RM)

No.

Test, flushing and chlorinating for following HDPE, Ductile Iron and

Mild Steel Pipe including fittings, valves, special hydrants etc

1 100 mm ND M 0.50

2 150 mm ND M 0.70

3 200 mm ND M 1.00

4 250 mm ND M 1.50

5 300 mm ND M 2.00

6 350 mm ND M 3.00

7 400 mm ND M 3.00

8 450 mm ND M 4.00

9 500 mm ND M 5.00

10 550 mm ND M 6.00

11 600 mm ND M 7.00

12 650 mm ND M 8.00

13 700 mm ND M 9.00

14 750 mm ND M 10.00

15 800 mm ND M 11.00

16 850 mm ND M 12.00

Description Unit


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F TRENCH EXCAVATION

Item Rate (RM)

No.

Excavate trench to receive pipe all size, including backfilling with

approved material and unsuitable material carted away.

1 Maximum depth not exceeding 1.00 m deep M3 4.00

2 Ditto 1.00 m - 1.50 m deep M3 5.00

3 Ditto 1.50 m - 2.00 m deep M3 6.00

4 Ditto 2.00 m - 2.50 m deep M3 7.00

5 Ditto 2.50 m - 3.00 m deep M3 8.00

6 Extra over trench excavation for excavation in rock M3 100.00

Description Unit


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G PILING

Item

NoDescription Unit Rate (RM)

Timber Piles

1 Supply handle & pitch 100mm x 100mm Belian initial and extension belian timberpiles. M 20.00

2 Supply handle & pitch 125mm x 125mm Belian initial and extension belian timber

piles. M 30.00

3 Drive 100mm x 100mm Belian timber piles. M 4.50

4 Drive 125mm x 125mm Belian timber piles. M 5.00

5 Cut off head off 100mm x 100mm Belian timber piles. NO 4.00

6 Cut off head off 125mm x 125mm Belian timber piles. NO 5.00

7 Pointing and shaping end of 100mm x 100mm timber piles and shoeing with and

including 3mm thick mild steel welded shoe size 100mm x 100mm x 250mm high

comprising of pyramid shape end 150mm high and socket 100mm high including

nailing to timber pile (for hard driving only) NO 20.00

8 Pointing and shaping end of 125mm x 125mm timber piles ditto 125mm x 125mm x

250mm high, comprising of pyramid shape end 150mm high, and socket 100mm

high including nailing to timber pile (for hard driving only). NO 23.00

9 Mild steel welded extension sleeve or collar size 5mm thick, 95mm x 95mm (internal

dimensions) x 450mm long with a seating fillet welded centrally inside and bevelling

ends of piles and slipping same into and nailing.NO 25.00

10 Mild steel welded extension sleeve or collar size 5mm thick, 120mm x 120mm

(internal dimensions) x 450mm long with a seating fillet welded centrally inside and

bevelling ends of piles and slipping same into and nailing. NO 30.00

11 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporary

staging, etc. and test a test pile of any size to a vertical load test including all extra

cost before commencement of the main piling works. Tonne 100.00

12 Supply, handle, pitch and drive. 75mm dia. Belian pepper posts. M 5.50

13 Supply, handle and pitch 100mm diameter bakau piles. M 4.00

14 Supply, handle and pitch 125mm diameter bakau piles. M 4.50

15 Drive bakau piles. M 3.00

Precast Concrete Piles

16 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 23.00

17 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 24.00




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G PILING (CONT'D)

Item



21 Supply, handle & pitch 250mm x 250mm initial/ head pile 9.00m long. M 54.00

22 Supply, handle & pitch 250mm x 250mm initial/ head pile 12.00m long. M 50.00




26 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 80.00

27 Ditto 9.00m long. M 76.00

28 Ditto 12.00m long. M 72.00

29 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 76.00

30 Ditto 9.00m long. M 74.00

31 Ditto 12.00m long. M 70.00


33 Ditto 9.00m long. M 108.00

34 Ditto 12.00m long. M 105.00


36 Ditto 9.00m long. M 103.00

37 Ditto 12.00m long. M 100.00


39 Ditto 9.00m long. M 135.00

40 Ditto 12.00m long. M 130.00


42 Ditto 9.00m long. M 130.00

43 Ditto 12.00m long. M 125.00

44 Drive to set 200mm x 200mm pile. M 11.50

45 Ditto 250mm x 250mm pile. M 14.00




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G PILING (CONT'D)

Item


Precast Concrete Piles (Cont'd)


49 Drive to set 200mm x 200mm pile as raker piles. M 14.95





54 Butt weld connection 0.60m girth between edges of and including mild steel

extension head, base cap plates, bars etc and including coated heavily with

bituminous compound for jointing 200mm x 200mm R.C piles. NO 90.00

55 Ditto for jointing 250mm x 250mm R.C piles. NO 135.00




59 Cut off and dump away surplus length of 150mm x 150mm precast concrete pile and

strip off pile head, bend back reinforcement for connection as specified.

NO 14.00

60 Ditto 200mm x 200mm ditto. NO 20.00





65 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including all extra

cost before commencement of the main piling works complete with report.

Tonne 100.00

Precast Concrete Spun Piles

66 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class A). M 35.20

67 Ditto 9.00m long. M 33.60

68 Ditto 12.00m long. M 32.00

69 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class A). M 33.60


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G PILING (CONT'D)

Item


Precast Concrete Spun Piles (Cont'd)

70 Ditto 9.00m long. M 32.00

71 Ditto 12.00m long. M 30.40

72 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class A). M 48.00

73 Ditto 9.00m long. M 46.40

74 Ditto 12.00m long. M 44.00


76 Ditto 9.00m long. M 44.80

77 Ditto 12.00m long. M 43.20


79 Ditto 9.00m long. M 59.20

80 Ditto 12.00m long. M 56.00


82 Ditto 9.00m long. M 56.00

83 Ditto 12.00m long. M 54.40


85 Ditto 9.00m long. M 77.60

86 Ditto 12.00m long. M 76.00


88 Ditto 9.00m long. M 74.40

89 Ditto 12.00m long. M 72.00


91 Ditto 9.00m long. M 104.00

92 Ditto 12.00m long. M 100.00


94 Ditto 9.00m long. M 96.00

95 Ditto 12.00m long. M 92.00



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G PILING (CONT'D)

Item



97 Ditto 9.00m long. M 150.40

98 Ditto 12.00m long. M 144.00


100 Ditto 9.00m long. M 134.40

101 Ditto 12.00m long. M 128.00

102 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 44.00

103 Ditto 9.00m long. M 42.00

104 Ditto 12.00m long. M 40.00

105 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 42.00

106 Ditto 9.00m long. M 40.00

107 Ditto 12.00m long. M 38.00

108 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 60.00

109 Ditto 9.00m long. M 58.00

110 Ditto 12.00m long. M 55.00


112 Ditto 9.00m long. M 56.00

113 Ditto 12.00m long. M 54.00


115 Ditto 9.00m long. M 74.00

116 Ditto 12.00m long. M 70.00


118 Ditto 9.00m long. M 70.00

119 Ditto 12.00m long. M 68.00


121 Ditto 9.00m long. M 97.00

122 Ditto 12.00m long. M 95.00



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G PILING (CONT'D)

Item



124 Ditto 9.00m long. M 93.00

125 Ditto 12.00m long. M 90.00


127 Ditto 9.00m long. M 130.00

128 Ditto 12.00m long. M 125.00


130 Ditto 9.00m long. M 120.00

131 Ditto 12.00m long. M 115.00


133 Ditto 9.00m long. M 188.00

134 Ditto 12.00m long. M 180.00


136 Ditto 9.00m long. M 168.00

137 Ditto 12.00m long. M 160.00

138 Drive 250mm diameter pile. M 16.00

139 Ditto 300mm ditto M 18.00





144 Drive 250mm diameter pile as raker pile. M 20.80







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G PILING (CONT'D)

Item



150 Butt weld connection 0.8m girth between edges of mild steel extension head andbase cap plates including coated heavily with bituminuos compound (for 250mm

diameter Spun piles). NO 30.00

151 Ditto 300mm diameter Spun piles. NO 35.00





156 Cut off 250mm diameter precast concrete spun pile to the required level and roughen

the inner surface to detail. NO 30.00

157 Ditto 300mm diameter ditto. NO 35.00





162 Supply and install 12mm diameter high yield steel reinforcement in pile head to

detail. KG 3.00

163 Ditto 16mm diameter ditto. KG 2.80

164 Provide and weld 6mm thick mild steel plates to detail for 250mm diameter piles.

NO 38.00

165 Ditto 300mm diameter piles. NO 45.00





170 Supply, place and compact grade 30/20 concrete in pile hollow section as specified.

M3 240.00

171 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporary

staging, etc. and test a test pile of any size to a vertical load test including all extra

cost before commencement of the main piling works. Tonne 100.00


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H MISCELLANEOUS WORK

Item Rate (RM)

No.

1 JKR Sarawak Standard Precast Block 750mm x 850mm Detail A for Sluice

Valve - 200 & 225mm NO 70.00

2 JKR Sarawak Standard Precast Block 650mm x 750mm Detail B for Sluice

Valve - 200 & 225mm NO 65.00

3 JKR Sarawak Standard Precast Block 850mm x 900mm Detail C for Sluice

Valve - 200 & 225mm NO 80.00

4 JKR Sarawak Standard Precast Block 550mm x 700mm Detail D for Sluice

Valve - up to 175mm NO 60.00

5 JKR Sarawak Standard Precast Block 550mm x 700mm Detail E for Sluice


6 JKR Sarawak Standard Precast Block 700mm x 850mm Detail F for Sluice


7 JKR Sarawak Standard Precast Block 850mm x 550mm Detail G for Sluice

Valve Hydrant NO 65.00

8 JKR Sarawak Standard Precast Block 1000mm x 700mm Detail H for

Sluice Valve Hydrant NO 75.00

9 JKR Sarawak Standard Precast Block 750mm x 600mm Detail K for

Screwdown Hydrant NO 65.00

10 JKR Sarawak Standard Precast Block 850mm x 700mm Detail L for

Screwdown Hydrant NO 70.00

11 JKR Sarawak Standard Precast Block 900mm x 600mm Detail M for

Double Air Valve NO 70.00

12 JKR Sarawak Standard Precast Block 1000mm x 700mm Detail N for

Double Air Valve NO 80.00

13 JKR Sarawak Standard Precast Block 500mm x 600mm Detail P for Single

Air Valve NO 55.00

14 JKR Sarawak Standard Precast Block 700mm x 700mm Detail Q for SingleAir Valve NO 65.00

15 Concrete Marker Post NO 70.00

16 Repair of pipe burst for 100mm dia. (4") A.C Pipe with all necessary

materials, excavation and backfilling depth < 1.5m NO 450.00

17 Repair of pipe burst for 150mm dia. (6") A.C Pipe with excavation and

backfilling depth < 1.5m NO 520.00

18 Repair of pipe burst ofr 150mm D.I pipe with excavation and backfilling

depth < 1.5m for :

(a) Bitumen surface (with reinstatement to original condition and class) NO 650.00

Description Unit


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H MISCELLANEOUS WORK (CONT'D)

Item Rate (RM)

No.

18 Repair of pipe burst ofr 150mm D.I pipe with excavation and backfilling

depth < 1.5m for : (Cont'd)

(b) Concrete surfacce (with reinstatement to original condition and class) NO 650.00

19 Repair of pipe burst for 160mm dia. HDPE Pipe with excavation and

backfilling, including 2 sets of Stud Ends and M.S. Flanges :

(a) Ordinary ground (with reinstatement to original condition and class) NO 650.00

(b) Bitumen surface (with reinstatement to original condition and class) NO 650.00

20 Excess depth of excavation for depth exceeding 1.5m for item 16-19 above

M3 50.00

21 Repair of A.C pipe burst with excavation depth not more than 1.5m

(a) 75mm (3") dia. NO 600.00

(b) 100mm (4") dia. NO 700.00

(c) 150mm (6") dia NO 800.00

22 Repair of D.I pipe burst with excavation depth not more than 1.5m

(a) Ordinary ground (with reinstatement to original condition and class)

i) 100mm (4") dia. NO 600.00

ii) 150mm (6") dia NO 700.00

(b) Bitumen surface (with reinstatement to original condition and class)

i) 75mm (3") dia. NO 700.00

ii) 100mm (4") dia. NO 700.00

iii) 150mm (6") dia NO 800.00

23 Repair of HDPE pipe burst with excavation depth not more than 1.5m

(a) Ordinary ground (with reinstatement to original condition and class)

i) 63mm dia. NO 400.00

ii) 110mm dia. NO 600.00

iii) 160mm dia. NO 700.00

(b) Bitumen surface (with reinstatement to original condition and class)

i) 110mm dia. NO 700.00

ii) 160mm dia. NO 800.00

24 Excess depth of excavation over 1.5m as described in item 21-23 above

M3 50.00

25 Tapping and reconnect to the existing 3/4" G.I water communication pipe

encountered during repair of pipe burst. (The contractor shall provide all NO 200.00

26 Replacing of broken saddle piece and reconnection of communication pipe

NO 150.00

Description Unit


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H MISCELLANEOUS WORK (CONT'D)

Item Rate (RM)

No.

27 Mass concreting for anchor block complete with necessary formwork, for

bends etc. M3 230.00

Description Unit

Documents

SOR WATER 2006