ScheduleoOfRate Water 2010

SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION

IN SARAWAK 2010

JKR Sarawak May 2011

LOCATION FACTOR FROM BASE AT KUCHING CITY (To be read together with the Rules of determining the Location Factor)

Kuching City 0% Sri Aman District 15%

Padawan 2% Lubok Antu 20%

Santubong 3% Linggi 20%

Siburan 3% Pantu 13%

Bau 5% Engkilili 18%

Lundu 8% Skrang 15%

Sematan 9%

Samarahan District 2% Sibu District 12%

Serian 5% Kem Batu 10 & 13%

Simunjan 12% Kem Batu 14

Sebuyau 15% Durin 15%

Asajaya 10% Bawang Assan 13%

Sadong Jaya 12% Sungai Assan 13%

Tebedu 8% Kanowit 16%

Tebakang 8% Machan 16%

Balai Ringin 8% Nibong Tada 15%

Ng Tada 17%

Ng Dap 20%

Betong District 20% Ng Ngemah 20%

Spaoh 20% Ng Ngungun 20%

Debak 20% Ng Poi 22%

Pusa 21% Ng Jagau 40%

Beladin 22% Selangau 18%

Maludam 22% Ulu Balingian 20%

Saratok 20% Arip 22%

Roban 20% Stapang 16%

Kabong 20%

Kapit District 30% Bintulu District 15%

Song 25% Tatau 20%

Belaga 70% Sebauh 23%

Sg. Asap 25%

LOCATION FACTOR FROM BASE AT KUCHING CITY (To be read together with the Rules of determining the Location Factor)

Mukah District 20% Miri City 15%

Dalat 20% Subis 15%

Oya 20% Bekenu 15%

Igan 18% Marudi 25%

Balingian 23% Long Lama 40%

Kuala Balingian 23% Beluru 22%

Semop 30%

Matu 25%

Betanak 30%

Daro 25% Limbang District 30%

Bruit 30% Lawas 28%

Tanjung Manis 18%

Sarikei District 18%

Bintangor 18%

Pakan 20%

Selalang 20%

Julau 20%

Meluan 22%

Ulu Entabai 23%

Engkamop 30%

Nanga Wak 15%

Nanga Entabai 14%

RULES OF DETERMINING THE LOCATION FACTOR

1. The % factors as stated are for those projects accessible by motorised vehicles within 15km radius from the location shown. 2. Where the project site is beyond 15km radius of the above stated locations, these additional % factors shall be added on to those percentages stated above: % addition ( i ) > 15km < 45km 5% ( ii ) > 45km < 90km 10% ( iii ) > 90km < 135km 15% ( iv ) > 135km < 180km 20% ( v ) > 180km < 220km 25% 3. Where the project sites are accessible only by waterway ( i ) areas within 15km radius 0% ( ii ) areas within 30km radius 5% ( iii ) areas within 60km radius 10% ( iv ) areas within 90km radius 15% ( v ) areas within 120km radius 20% ( vi ) areas within 150km radius 25% 4. Where the project sites can only be accessible by air, the location factor shall be doubled over the value obtained from that by motorised vehicles. 5. Where the project sites can only be accessible by foot, the location factor shall be 50% over the value obtained from that by authorized vehicles 6. Where in determining the locations factor and two or more factors and radial distances are equally applicable, the lower in each case shall be used. 7. Where in determining the location factor and two or more factors and radial distances by the rules above whereby there can be a combination due to accessibility, say partly land and partly waterway or partly waterway and partly by foot, there shall be a combination of the rules according to the radial distance from the nearest locations stated above. 8. Where in determining the location factor and the Site for the project lies within two more radial distances, the addition % for the radial distance within which more than 50% of the Site lies shall be used.

SOR for Watermain Construction 2010

1

PREAMBLES

1. All rates shall be used and read together with the “Location Factor from base at Kuching City”.

2. All descriptions are to be read with reference to the General Specification for

Watermain Construction (Latest Version) and the following :

(A) Piling

a) Rates for driving of precast concrete piles and reinforced concrete lengthened piles 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 and

all undergrowth. b) Felling of trees of all sizes including cutting, grubbing up their stumps and

roots 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 off site.

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


2

(C) Excavation

i Excavation shall be measured to commence at existing ground level. All excavation and 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 if

required b. planking and strutting, leveling, ramming or preparing bottoms, any double

handling required and for additional excavation for planking, strutting and formwork.

c. excavating by hand or mechanical means in various soil strata and water tables d. multiple handling e. protection of all services encountered f. additional excavation and backfilling due to Contractor’s 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 levels i. 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.


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 for

plastering 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 include for 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.

(H) For avoidance of doubt, the rates for all pipe materials and fittings shall be held to

include supply, delivery to that Site and installation, including all necessary incidental costs thereto.

A DUCTILE IRON PIPE

Item Rate (RM)No.

Double flanged ductile iron pipe complying to BS EN545:2002 ClassK9 with welded-on flange PN 16 to BS 4504 Table 16/11

1 100mm diameter x 6m No 1,014.30





6 350mm diameter x 600mm No 1,166.60














Flanged spigot ductile iron pipe complying to BS EN545:2002 ClassK9 with welded-on flange PN16 to BS4504 Table 16/11

20 100mm diameter x 300mm No 150.20




Description Unit

SOR WATER 2010/Page 1 of 30

A DUCTILE IRON PIPE... (CONT'D)

Item Rate (RM)No.

Flanged spigot ductile iron pipe complying to BS EN545:2002 ClassK9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont'd)

24 150mm diameter x 1m No 315.00












36 250 mm diameter x 1 m No 568.10













Description Unit



Item Rate (RM)No.

Description Unit

Flanged spigot ductile iron pipe complying to BS EN545:2002 ClassK9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont'd)

















Double flange ductile iron bends complying to BS EN545:2002 ClassK12 with cast-on flange PN16 to BS4504 Table 16/11

65 150mm diameter x 11.25 degree No 210.00









Item Rate (RM)No.

Description Unit

Double flange ductile iron bends complying to BS EN545:2002 ClassK12 with cast-on flange PN16 to BS4504 Table 16/11 (Cont'd)


73 350mm diameter x 11.25 degree No 1,023.80








Double socket ductile iron bends complying to BS EN545:2002 ClassK12 complete with rubber ring

81 100mm diameter x 45 degree No 168.00
















Item Rate (RM)No.

Description Unit

Double socket ductile iron bends complying to BS EN545:2002 ClassK12 complete with rubber ring (Cont'd)




98 350mm diameter x 45 degree No 1,105.70














Double flange ductile iron concentric taper

112 250mm x 200mm diameter No 320.30






118 400mm x 200mm diameter No 1,025.90



Item Rate (RM)No.

Description Unit

Double flange ductile iron concentric taper (Cont'd)

119 500mm x 350mm diameter No 1,960.40

Double socket ('T' Type) ductile iron tee with branch flanges PN16 toBS4504 Table 16/11 c/w rubber gasket

120 100mm x 100 mm No 231.00

121 150mm x 150mm No 378.00

122 200 mm x 80 mm No 441.00

123 200mm x 100mm No 462.00

124 200mm x 150mm No 504.00

125 200mm x 200mm No 577.50

126 250mm x 80mm No 619.50

127 250mm x 100mm No 630.00

128 250mm x 150mm No 683.60

129 250mm x 200mm No 718.20

130 250mm x 250mm No 823.20

131 300mm x 80mm No 777.00

132 300mm x 150mm No 953.40

133 300mm x 200mm No 989.10

134 300mm x 250mm No 1,110.90

135 300mm x 300mm No 1,238.00

136 350mm x 80mm No 1,005.90

137 350mm x 100mm No 1,012.20

138 350mm x 150mm No 1,230.60

139 350mm x 200mm No 1,270.50

140 350mm x 250mm No 1,499.40

141 350mm x 300mm No 1,561.40

142 350mm x 350mm No 1,747.20



Item Rate (RM)No.

Description Unit

Double socket ('T' Type) ductile iron tee with branch flanges PN16 toBS4504 Table 16/11 c/w rubber gasket (Cont'd)

143 400mm x 80mm No 1,290.50

144 400mm x 100mm No 1,305.20

145 400mm x 150mm No 1,562.40

146 400mm x 200mm No 1,605.50

147 400mm x 250mm No 1,814.40

148 400mm x 300mm No 1,949.90

149 400mm x 350mm No 2,299.50

150 400mm x 400mm No 2,394.00

151 450mm x 80mm No 1,633.80

152 450mm x 100mm No 1,637.00

153 450mm x 150mm No 1,960.40

154 450mm x 200mm No 2,006.60

155 450mm x 250mm No 2,307.90

156 450mm x 300mm No 2,423.40

157 450mm x 350mm No 2,740.50

158 450mm x 400mm No 2,918.00

159 450mm x 450mm No 3,210.90

160 500mm x 80mm No 1,966.70

161 500mm x 100mm No 1,984.50

162 500mm x 150mm No 2,365.70

163 500mm x 200mm No 2,415.00

164 500mm x 250mm No 2,864.40

165 500mm x 300mm No 2,927.40

166 500mm x 350mm No 3,430.40

167 500mm x 400mm No 3,506.00



Item Rate (RM)No.

Description Unit

Double socket ('T' Type) ductile iron tee with branch flanges PN16 toBS4504 Table 16/11 c/w rubber gasket (Cont'd)

168 500mm x 450mm No 3,964.80

169 500mm x 500mm No 4,233.60

All socket (‘T’ Type) ductile iron tee

170 100mm x 100mm No 200.60

171 150mm x 100mm No 286.70

172 150mm x 150mm No 347.60

173 200mm x 100mm No 434.70

174 200mm x 150mm No 498.80

175 200mm x 200mm No 584.90

176 250mm x 100mm No 577.50

177 250mm x 150mm No 716.10

178 250mm x 200mm No 769.70

179 250mm x 250mm No 868.40

180 300mm x 100mm No 844.20

181 300mm x 150mm No 1,021.70

182 300mm x 200mm No 1,065.80

183 300mm x 250mm No 1,205.40

184 300mm x 300mm No 1,395.50

185 350mm x 100mm No 1,032.20

186 350mm x 150mm No 1,256.90

187 350mm x 200mm No 1,296.80

188 350mm x 250mm No 1,587.60

189 350mm x 300mm No 1,614.90

190 350mm x 350mm No 1,759.80

191 400mm x 100mm No 1,318.80



Item Rate (RM)No.

Description Unit

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

192 400mm x 150mm No 1,591.80

193 400mm x 200mm No 1,634.90

194 400mm x 250mm No 1,863.80

195 400mm x 300mm No 2,006.60

196 400mm x 350mm No 2,293.20

197 400mm x 400mm No 2,394.00

198 450mm x 100mm No 1,929.90

199 450mm x 150mm No 1,976.10

200 450mm x 200mm No 2,022.30

201 450mm x 250mm No 2,393.00

202 450mm x 300mm No 2,469.60

203 450mm x 350mm No 2,778.30

204 450mm x 400mm No 2,902.20

205 450mm x 450mm No 3,134.30

206 500mm x 100mm No 2,150.40

207 500mm x 150mm No 2,398.20

208 500mm x 200mm No 2,447.60

209 500mm x 250mm No 2,729.00

210 500mm x 300mm No 2,961.00

211 500mm x 350mm No 3,307.50

212 500mm x 400mm No 3,473.40

213 500mm x 450mm No 3,936.50

214 500mm x 500mm No 4,002.60

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

215 300mm x 200mm No 1,124.60

216 300mm x 250mm No 1,212.80



Item Rate (RM)No.

Description Unit

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

217 150mm x 80mm No 294.00

218 200mm x 80mm No 469.40

219 250mm x 80mm No 764.40

220 300mm x 100mm No 1,159.20

221 350mm x 100mm No 1,627.50

222 400mm x 150mm No 2,322.60

223 450mm x 150mm No 3,040.80

224 500mm x 150mm No 4,101.30

Flanged Adaptor (Ductile Iron) c/w end rings to JKR StandardSpecification for Flexible Couplings and Adaptors Specification No.JKR 20200-0048-99. Flanged drilled to BS 4504 Table 16/11 (PN16).

225 350mm No 829.50


B STEEL PIPE

Item Rate (RM)No.

Concrete-lined mild steel pipes complying to BS534:1990 withspherical socket and spigot joint and with metallic zinc coating andchro-mate (9.3 metres)

1 450mm nominal diameter No 4,498.20




Mild Steel Slip-on type Mechanical Coupling complying toBS534:1990






Concrete-lined mild steel plain end tee and with metallic zinc coatingand bitumen wrapping complying to BS534:1990

10 450mm x 150mm nominal diameter No 857.90

11 450mm x 200mm nominal diameter No 1,131.90












Description Unit


B STEEL PIPE...(CONT'D)

Item Rate (RM)No.

Concrete-lined mild steel plain end tee and with metallic zinc coatingand bitumen wrapping complying to BS534:1990 (Cont'd)



























Description Unit



Item Rate (RM)No.

Description Unit






























Item Rate (RM)No.

Description Unit








Concrete-lined mild steel tee with flanged branch and with metalliczinc coating and bitumen wrapping complying to BS534:1990







87 450mm nominal diameter equal tee No 3,177.30














Item Rate (RM)No.

Description Unit

Concrete-lined mild steel tee with flanged branch and with metalliczinc coating and bitumen wrapping complying to BS534:1990(Cont'd)




























Item Rate (RM)No.

Description Unit





























Item Rate (RM)No.

Description Unit












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

159 450mm nominal diameter No 150.20









C HDPE

Item Rate (RM)No.

High Density Polyethylene Fittings complying to MS 1058 : 2002Elbow/ bend of any degree

1 90 mm Diameter, PN 8. NO 66.20

2 110 mm Diameter, ditto. NO 73.50







9 450 mm nominal diameter. NO 346.50

10 90 mm Diameter, PN 10. NO 73.50









19 90 mm Diameter, PN 12.5 NO 73.50







Description Unit


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 58.80

29 110 mm x 110 mm Diameter, ditto. NO 64.10











40 90 mm x 90mm Diameter, PN 12.5 NO 73.50






Reducer




Description Unit


C HDPE (CONT'D)

Item Rate (RM)No.

Description Unit

Reducer (Cont'd)








56 110 mm x 90mm Diameter, PN 12.5 NO 39.90











D PIPE LAYING

Item Rate (RM)No.

Handle, joint and lay in trench, for the following Pipe includingfittings, valves, special, hydrants etc.

High Density Polyethylene (HDPE) Pipe

1 110 mm/ 125 mm OD M 13.70

2 160 mm/ 180mm OD M 15.80

3 225 mm OD M 18.40

4 250mm/ 280mm OD M 21.00

5 355 mm OD M 31.50

6 400 mm OD M 39.90

7 450 mm OD M 63.00

8 500 mm OD M 73.50

Ductile Iron (D.I. Pipe)

9 100 mm ND M 15.80

10 150 mm ND M 17.30

11 200 mm ND M 18.90

12 250 mm ND M 21.00

13 300 mm ND M 28.40

14 350 mm ND M 78.80

15 400 mm ND M 91.90

16 450 mm ND M 105.00

17 500 mm ND M 165.40

18 550 mm ND M 183.80

19 600 mm ND M 202.10

20 650 mm ND M 283.50

21 700 mm ND M 307.10

22 750 mm ND M 330.80

23 800 mm ND M 354.40

Description Unit


D PIPE LAYING (CONT'D)

Item Rate (RM)No.

Handle, joint and lay in trench, for the following Pipe includingfittings, valves, special, hydrants etc. (Cont'd)

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

24 850 mm ND M 126.00

Mild Steel Pipe

25 100 mm ND M 12.60

26 150 mm ND M 13.70

27 200 mm ND M 15.80

28 250 mm ND M 21.00

29 300 mm ND M 31.50

30 350 mm ND M 36.80

31 400 mm ND M 42.00

32 450 mm ND M 47.30

33 500 mm ND M 52.50

34 550 mm ND M 57.80

35 600 mm ND M 63.00

36 650 mm ND M 68.30

37 700 mm ND M 73.50

38 750 mm ND M 78.80

39 800 mm ND M 84.00

40 850 mm ND M 89.30

Description Unit


E PIPE TESTING

Item Rate (RM)No.

Test, flushing and chlorinating for following HDPE, Ductile Iron andMild Steel Pipe including fittings, valves, special hydrants etc.

1 100 mm ND M 0.70

2 150 mm ND M 0.90

3 200 mm ND M 1.60

4 250 mm ND M 2.10

5 300 mm ND M 3.20

6 350 mm ND M 4.20

7 400 mm ND M 4.70

8 450 mm ND M 5.80

9 500 mm ND M 7.40

10 550 mm ND M 8.90

11 600 mm ND M 10.50

12 650 mm ND M 12.10

13 700 mm ND M 13.10

14 750 mm ND M 14.70

15 800 mm ND M 16.30

16 850 mm ND M 17.90

Description Unit


F TRENCH EXCAVATION

Item Rate (RM)No.

Excavate trench to receive pipe all size, including backfilling withapproved material and unsuitable material carted away.

1 Maximum depth not exceeding 1.00 m deep M3 6.30

2 Ditto 1.00 m - 1.50 m deep M3 7.40

3 Ditto 1.50 m - 2.00 m deep M3 8.40

4 Ditto 2.00 m - 2.50 m deep M3 10.50

5 Ditto 2.50 m - 3.00 m deep M3 15.80

6 Extra over trench excavation for excavation in rock M3 262.50

Description Unit


G PILING

Item Rate (RM)No.

Precast Concrete Piles

1 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 32.30

2 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 29.50




6 Supply, handle & pitch 250mm x 250mm initial/ head pile 9.00m long. M 83.00

7 Supply, handle & pitch 250mm x 250mm initial/ head pile 12.00m long. M 79.00




11 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 146.70

12 Ditto 9.00m long. M 129.00

13 Ditto 12.00m long. M 120.80

14 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 140.00

15 Ditto 9.00m long. M 125.20

16 Ditto 12.00m long. M 117.90


18 Ditto 9.00m long. M 169.30

19 Ditto 12.00m long. M 157.70


21 Ditto 9.00m long. M 163.60

22 Ditto 12.00m long. M 153.40


24 Ditto 9.00m long. M 221.70

25 Ditto 12.00m long. M 206.50


Description Unit


G PILING...(CONT'D)

Item Rate (RM)No.

Precast Concrete Piles (Cont'd)

27 Ditto 9.00m long. M 214.70

28 Ditto 12.00m long. M 201.30

29 Drive to set 200mm x 200mm pile. M 7.00

30 Ditto 250mm x 250mm pile. M 9.00




34 Drive to set 200mm x 200mm pile as raker piles. M 15.00





39 Butt weld connection 0.60m girth between edges of and including mild steelextension head, base cap plates, bars etc and including coated heavily withbituminous compound for jointing 200mm x 200mm R.C piles. NO 90.00

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




44 Cut off and dump away surplus length of 150mm x 150mm precast concrete pileand strip off pile head, bend back reinforcement for connection as specified.

NO 14.00 45 Ditto 200mm x 200mm ditto. NO 20.00

46 Ditto 250mm x 250mm ditto. NO 25.00




50 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including allextra cost before commencement of the main piling works complete with report.

Tonne 120.00

Description Unit


G PILING...(CONT'D)

Item Rate (RM)No.

Description Unit

Precast Concrete Spun Piles

51 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 75.70

52 Ditto 9.00m long. M 65.50

53 Ditto 12.00m long. M 60.90

54 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 69.00

55 Ditto 9.00m long. M 61.00

56 Ditto 12.00m long. M 57.50

57 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 97.10

58 Ditto 9.00m long. M 85.10

59 Ditto 12.00m long. M 79.00


61 Ditto 9.00m long. M 79.40

62 Ditto 12.00m long. M 74.80


64 Ditto 9.00m long. M 110.50

65 Ditto 12.00m long. M 101.90


67 Ditto 9.00m long. M 103.50

68 Ditto 12.00m long. M 96.60


70 Ditto 9.00m long. M 141.70

71 Ditto 12.00m long. M 131.60


73 Ditto 9.00m long. M 133.40

74 Ditto 12.00m long. M 125.40


76 Ditto 9.00m long. M 156.80


G PILING...(CONT'D)

Item Rate (RM)No.

Description Unit

Precast Concrete Spun Piles (Cont'd)

77 Ditto 12.00m long. M 145.20


79 Ditto 9.00m long. M 147.20

80 Ditto 12.00m long. M 138.00


82 Ditto 9.00m long. M 266.50

83 Ditto 12.00m long. M 250.00


85 Ditto 9.00m long. M 253.00

86 Ditto 12.00m long. M 239.20

87 Drive 250mm diameter pile. M 16.00

88 Ditto 300mm ditto. M 18.00





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






99 Butt weld connection 0.8m girth between edges of mild steel extension headand base cap plates including coated heavily with bituminuos compound (for250mm diameter Spun piles). NO 100.00

100 Ditto 300mm diameter Spun piles. NO 120.00



G PILING...(CONT'D)

Item Rate (RM)No.

Description Unit

Precast Concrete Spun Piles (Cont'd)




105 Cut off 250mm diameter precast concrete spun pile to the required level androughen the inner surface to detail. NO 30.00

106 Ditto 300mm diameter ditto. NO 35.00





111 Supply and install 12mm diameter high yield steel reinforcement in pile head todetail. KG 4.00

112 Ditto 16mm diameter ditto. KG 3.90

113 Provide and weld 6mm thick mild steel plates to detail for 250mm diameterpiles.

NO 38.00

114 Ditto 300mm diameter piles. NO 45.00





119 Supply, place and compact grade 30/20 concrete in pile hollow section asspecified.

M3 300.00

120 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including allextra cost before commencement of the main piling works.

Tonne 120.00


H MISCELLANEOUS WORK

Item Rate (RM)No.

1 JKR Sarawak Standard Precast Block 750mm x 850mm Detail A for SluiceValve - 200 & 225mm NO 73.50

2 JKR Sarawak Standard Precast Block 650mm x 750mm Detail B for SluiceValve - 200 & 225mm NO 68.30

3 JKR Sarawak Standard Precast Block 850mm x 900mm Detail C for SluiceValve - 200 & 225mm NO 84.00

4 JKR Sarawak Standard Precast Block 550mm x 700mm Detail D for SluiceValve - up to 175mm NO 63.00

5 JKR Sarawak Standard Precast Block 550mm x 700mm Detail E for SluiceValve - up to 175mm NO 63.00

6 JKR Sarawak Standard Precast Block 700mm x 850mm Detail F for SluiceValve - up to 175mm NO 73.50

7 JKR Sarawak Standard Precast Block 850mm x 550mm Detail G for SluiceValve Hydrant NO 68.30

8 JKR Sarawak Standard Precast Block 1000mm x 700mm Detail H forSluice Valve Hydrant NO 78.80

9 JKR Sarawak Standard Precast Block 750mm x 600mm Detail K forScrewdown Hydrant NO 68.30

10 JKR Sarawak Standard Precast Block 850mm x 700mm Detail L forScrewdown Hydrant NO 73.50

11 JKR Sarawak Standard Precast Block 900mm x 600mm Detail M forDouble Air Valve NO 73.50

12 JKR Sarawak Standard Precast Block 1000mm x 700mm Detail N forDouble Air Valve NO 84.00

13 JKR Sarawak Standard Precast Block 500mm x 600mm Detail P for SingleAir Valve NO 57.80

14 JKR Sarawak Standard Precast Block 700mm x 700mm Detail Q for SingleAir Valve NO 68.30

15 Concrete Marker Post NO 73.50

Description Unit


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ScheduleoOfRate Water 2010