schedule of rates for watermain construction in …

38
SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN SARAWAK 2018 Notes to tenderers: 1. This is only a cover page for this document. Please obtain the full set from the JKR Sarawak webpage. 2. The “Location Factor From Base at Kuching City” for this tender is _____ % and is the percentage over all the items and rates as listed in this Schedule of Rates to be used for the purposes as stated in the tender documents. 3. Any attempt to amend / change / correct etc. this percentage by the tenderer shall cause the tender to be disqualified. JKR Sarawak December 2018

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Page 1: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

SCHEDULE OF RATES

FOR

WATERMAIN CONSTRUCTION

IN SARAWAK 2018

Notes to tenderers:

1. This is only a cover page for this document. Please obtain the full set from the

JKR Sarawak webpage.

2. The “Location Factor From Base at Kuching City” for this tender is _____ %

and is the percentage over all the items and rates as listed in this Schedule of

Rates to be used for the purposes as stated in the tender documents.

3. Any attempt to amend / change / correct etc. this percentage by the

tenderer shall cause the tender to be disqualified.

JKR Sarawak

December 2018

Page 2: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

LOCATION FACTOR FROM BASE AT KUCHING CITY

(To be read together with the Rules of Determining the Location Factor)

Kuching City

Padawan

Santubong

Siburan

Bau

Lundu

Sematan

0%

2%

3%

3%

5%

8%

9%

Serian District

Tebedu

5%

8%

Samarahan District

Simunjan

Sebuyau

Asajaya

Sadong Jaya

Tebakang

Balai Ringin

2%

12%

15%

10%

12%

8%

8%

Sri Aman District

Lubok Antu

Lingga

Pantu

Engkilili

Skrang

15%

20%

20%

20%

18%

20%

Betong District

Spaoh

Debak

Pusa

Beladin

Maludam

Saratok

Roban

Kabong

20%

20%

20%

21%

20%

22%

20%

20%

20%

Sarikei District

Bintangor

Pakan

Selalang

Julau

Meluan

Ulu Entabai

Engkamop

Nanga Wak

Nanga Entabai

18%

18%

20%

20%

20%

22%

40%

25%

15%

14%

Sibu District

Kem Bt. 10 & 14

Durin

Bawang Assan

Sungai Assan

Kanowit

Machan

Nibong Tada

Nanga Tada

Nanga Dap

Nanga Ngemah

Nanga Ngungun

Nanga Poi

Nanga Jagau

Selangau

Ulu Balingian

Arip

Stapang

Rassau

12%

13%

15%

13%

13%

16%

16%

15%

17%

20%

20%

20%

22%

40%

18%

20%

22%

16%

22%

Page 3: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

LOCATION FACTOR FROM BASE AT KUCHING CITY

(To be read together with the Rules of Determining the Location Factor)

Bintulu District

Tatau

Sebauh

15%

20%

23%

Miri City

Subis

Bekenu

Marudi

Long Lama

Beluru

15%

20%

15%

25%

40%

22%

Limbang District

Lawas

30%

28%

Mukah District

Dalat

Oya

Igan

Balingian

Kuala Balingian

Semop

Matu

Betanak

Daro

Bruit

Tanjung Manis

20%

20%

20%

18%

23%

23%

30%

25%

30%

25%

30%

18%

Kapit District

Song

Belaga

Sungai Asap

Bukit Mabong

30%

25%

70%

25%

40%

Page 4: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

RULES OF DETERMINING THE LOCATION FACTOR

1. The percentage (%) factors as stated are for those projects accessible by motorized vehicles

within fifteen (15) km radius from the location shown.

2. Where the project site is beyond fifteen (15) km radius of the above stated locations, these

additional percentage (%) 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 15 km radius 0%

( ii ) areas within 30 km radius 5%

( iii ) areas within 60 km radius 10%

( iv ) areas within 90 km radius 15%

( v ) areas within 120 km radius 20%

( vi ) areas within 150 km 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 motorized vehicles.

5. Where the project sites can only be accessible by foot, the location factor shall be fifty percent

(50%) over the value obtained from that by motorized 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 radial

distances, the additional percentage (%) for the radial distance within which more than fifty

percent (50%) of the Site lies shall be used.

Page 5: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

SOR for Watermain Construction 2018 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

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, wastage on

materials, carriage and cartage, carrying in and return of empties, hoisting, setting,

fitting and fixing in position, making good and all other labours and everything else

necessary (including any custom duties, 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.

Page 6: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

SOR for Watermain Construction 2018 2

(C) Excavation

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.

Rates for Horizontal Directional Drilling should also include for the provision of all

necessary mechanical plant, mobilization and demobilization.

(D) Concrete Work

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.

Rates 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 hook.

Page 7: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

SOR for Watermain Construction 2018 3

Rates for bar reinforcement shall include:

allowance for rolling margin and weight of welds

cleaning by wire brushing or sand blasting

cutting to length and fabricating including bending to various bend and radii

providing and tying with galvanized steel wire at all intersections

providing seating or spacer blocks and chairs

providing all necessary laps and anchorages

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)

(b)

(c)

(d)

(e)

(f)

(g)

Page 8: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON

SOR WATER 2018/Page 1 of 31

Item No.

Description Unit Rate (RM)

1

Double flanged ductile iron pipe complying to BS EN545:2006 Class K9 with welded-on flange PN 16 to BS 4504 Table 16/11

100mm diameter x 6m NO

1,255.80

2 150mm diameter x 6m NO 1,624.90

3 200mm diameter x 6m NO 2,178.80

4 250mm diameter x 6m NO 2,908.00

5 300mm diameter x 6m NO 3,645.10

6 350mm diameter x 600mm NO 1,444.30

7 350mm diameter x 1m NO 1,679.50

8 350mm diameter x 2m NO 2,265.90

9 350mm diameter x 3m NO 2,853.50

10 350mm diameter x 6m NO 4,613.50

11 400mm diameter x 600mm NO 1,928.00

12 400mm diameter x 6m NO 5,760.10

13 450mm diameter x 600mm NO 3,639.90

14 450mm diameter x 1m NO 3,925.90

15 450mm diameter x 2m NO 4,744.70

16 450mm diameter x 3m NO 5,524.80

17 450mm diameter x 6m NO 7,942.60

18 500mm diameter x 600mm NO 4,354.90

19 500mm diameter x 6m NO 9,281.60

20

Flanged spigot ductile iron pipe complying to BS EN545:2006 Class K9 with welded-on flange PN16 to BS4504 Table 16/11

100mm diameter x 300mm NO

186.00

21 100mm diameter x 600mm NO 235.40

22 150mm diameter x 300mm NO

242.00

305.70

23 150mm diameter x 600mm NO

Page 9: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON

SOR WATER 2018/Page 2 of 31

Item No. Description Unit Rate (RM)

24

Flanged spigot ductile iron pipe complying to BS EN545:2006 Class K9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont

'd)

150mm diameter x 1m NO

420.40

25 150mm diameter x 2m NO 600.70

26 150mm diameter x 3m NO 812.60

27 150mm diameter x 6m NO 1,447.00

28 200mm diameter x 300mm NO 330.20

29 200mm diameter x 600mm NO 414.80

30 200mm diameter x 1m NO 527.90

31 200mm diameter x 2m NO 808.70

32 200mm diameter x 3m NO 1,089.40

33 200mm diameter x 6m NO 1,933.20

34 250mm diameter x 300mm NO 440.80

35 250mm diameter x 600mm NO 553.90

36 250 mm diameter x 1 m NO 703.30

37 250mm diameter x 2m NO 1,079.10

38 250mm diameter x 3m NO 1,454.80

39 250mm diameter x 6m NO 2,580.50

40 300mm diameter x 600mm NO 693.00

41 300mm diameter x 1 m NO 881.40

42 300mm diameter x 2m NO 1,352.00

43 300mm diameter x 3m NO 1,822.60

44 300mm diameter x 6m NO 3,235.70

45 350mm diameter x 600mm NO 898.40

46 350mm diameter x 1m NO 1,133.70

47 350mm diameter x 2m NO 1,719.90

48 350mm diameter x 3m NO 2,307.60

Page 10: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 3 of 31

Item No. Description Unit Rate (RM)

49

Flanged spigot ductile iron pipe complying to BS EN545:2006 Class K9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont

'd)

350mm diameter x 6m NO

4,067.60

50 400mm diameter x 600mm NO 1,455.90

51 400mm diameter x 1m NO 1,676.90

52 400mm diameter x 2m NO 2,223.00

53 400mm diameter x 3m NO 2,880.70

54 400mm diameter x 6m NO 5,010.00

55 450mm diameter x 600mm NO 2,184.00

56 450mm diameter x 1m NO 2,495.90

57 450mm diameter x 2m NO 3,301.90

58 450mm diameter x 3m NO 4,107.80

59 450mm diameter x 6m NO 6,525.70

60 500mm diameter x 600mm NO 2,587.00

61 500mm diameter x 1m NO 2,963.90

62 500mm diameter x 2m NO 3,886.80

63 500mm diameter x 3m NO 4,809.90

64 500mm diameter x 6m NO 7,539.70

65

Double flange ductile iron bends complying to BS EN545:2006 Class K12 with cast-on flange PN16 to BS4504 Table 16/11

150mm diameter x 11.25 degree NO

260.00

66 150mm diameter x 22.5 degree NO 266.60

67 200mm diameter x 11.25 degree NO 346.00

68 200mm diameter x 22.5 degree NO 346.00

69 250mm diameter x 11.25 degree NO 728.10

70 250mm diameter x 22.5 degree NO 728.10

71 300mm diameter x 11.25 degree

NO

1,079.10

Page 11: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 4 of 31

Item No.

Description Unit Rate (RM)

72

Double flange ductile iron bends complying to BS EN545:2006 Class K12 with cast-on flange PN16 to BS4504 Table 16/11 (Cont

'd)

300mm diameter x 22.5 degree NO

1,071.30

73 350mm diameter x 11.25 degree NO 1,267.60

74 350mm diameter x 22.5 degree NO 1,267.60

75 400mm diameter x 11.25 degree NO 1,786.10

76 400mm diameter x 22.5 degree NO 1,786.10

77 450mm diameter x 11.25 degree NO 2,467.30

78 450mm diameter x 22.5 degree NO 2,449.20

79 500mm diameter x 11.25 degree NO 2,550.60

80 500mm diameter x 22.5 degree NO 2,620.80

81

Double socket ductile iron bends complying to BS EN545:2006 Class K12 complete with rubber ring

100mm diameter x 45 degree NO

208.10

82 100mm diameter x 90 degree NO

208.10

83 150mm diameter x 90 degree NO 270.50

84 200mm diameter x 11.25 degree NO 348.60

85 200mm diameter x 22.5 degree NO 375.80

86 200mm diameter x 45 degree NO 423.90

87 200mm diameter x 90 degree NO 499.30

88 250mm diameter x 11.25 degree NO 481.00

89 250mm diameter x 22.5 degree NO 516.20

90 250mm diameter x 45 degree NO 595.40

91 250mm diameter x 90 degree NO 739.90

92 300mm diameter x 11.25 degree NO 811.30

93 300mm diameter x 22.5 degree NO 871.00

992.10

94 300mm diameter x 45 degree NO

Page 12: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 5 of 31

Item No.

Description Unit Rate (RM)

95

Double socket ductile iron bends complying to BS EN545:2006 Class K12 complete with rubber ring (Cont

'd)

300mm diameter x 90 degree NO

1,224.60

96 350mm diameter x 11.25 degree NO 1,073.80

97 350mm diameter x 22.5 degree NO 1,163.60

98 350mm diameter x 45 degree NO 1,369.10

99 350mm diameter x 90 degree NO 1,719.90

100 400mm diameter x 11.25 degree NO 1,402.80

101 400mm diameter x 22.5 degree NO 1,562.60

102 400mm diameter x 45 degree NO 1,846.10

103 400mm diameter x 90 degree NO 2,379.00

104 450mm diameter x 11.25 degree NO 1,787.50

105 450mm diameter x 22.5 degree NO 2,007.20

106 450mm diameter x 45 degree NO 2,427.10

107 450mm diameter x 90 degree NO 3,173.30

108 500mm diameter x 11.25 degree NO 2,211.30

109 500mm diameter x 22.5 degree NO 2,519.20

110 500mm diameter x 45 degree NO 3,229.20

111 500mm diameter x 90 degree NO 3,494.90

112

Double flange ductile iron concentric taper

250mm x 200mm diameter NO

396.60

113 350mm x 100mm diameter NO 923.00

114 350mm x 150mm diameter NO 942.70

115 350mm x 200mm diameter NO 962.10

116 350mm x 250mm diameter NO 1,015.40

117 350mm x 300mm diameter NO 789.30

1,270.20 118 400mm x 200mm diameter NO

Page 13: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 6 of 31

Item No.

Description Unit Rate (RM)

119

Double flange ductile iron concentric taper (Cont'd)

500mm x 350mm diameter NO

2,427.10

120

Double socket ('T

' Type) ductile iron tee with branch flanges PN16 to

BS4504 Table 16/11 c/w rubber gasket

100mm x 100 mm NO

286.20

121 150mm x 150mm NO 468.10

122 200 mm x 80 mm NO 546.20

123 200mm x 100mm NO 572.10

124 200mm x 150mm NO 624.10

125 200mm x 200mm NO 715.00

126 250mm x 80mm NO 767.00

127 250mm x 100mm NO 780.10

128 250mm x 150mm NO 846.50

129 250mm x 200mm NO 889.20

130 250mm x 250mm NO 1,019.20

131 300mm x 80mm NO 962.10

132 300mm x 150mm NO 1,180.50

133 300mm x 200mm NO 1,224.60

134 300mm x 250mm NO 1,375.30

135 300mm x 300mm NO 1,532.80

136 350mm x 80mm NO 1,245.40

137 350mm x 100mm NO 1,253.10

138 350mm x 150mm NO 1,523.60

139 350mm x 200mm NO

,

1,572.70

140 350mm x 250mm NO 1,856.30

141 350mm x 300mm NO 1,933.20

2,163.20 142 350mm x 350mm NO

Page 14: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 7 of 31

Item No.

Description Unit Rate (RM)

143

Double socket ('T

' Type) ductile iron tee with branch flanges PN16 to

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

400mm x 80mm NO

1,597.80

144 400mm x 100mm NO 1,615.90

145 400mm x 150mm NO 1,934.30

146 400mm x 200mm NO 1,987.70

147 400mm x 250mm NO 2,246.40

148 400mm x 300mm NO 2,414.10

149 400mm x 350mm NO 2,846.90

150 400mm x 400mm NO 2,963.90

151 450mm x 80mm NO 2,022.80

152 450mm x 100mm NO 2,026.90

153 450mm x 150mm NO 2,427.10

154 450mm x 200mm NO 2,484.30

155 450mm x 250mm NO 2,857.30

156 450mm x 300mm NO 3,000.30

157 450mm x 350mm NO 3,392.80

158 450mm x 400mm NO 3,612.60

159 450mm x 450mm NO 3,975.20

160 500mm x 80mm NO 2,434.90

161 500mm x 100mm NO 2,456.90

162 500mm x 150mm NO 2,928.80

163 500mm x 200mm NO 2,990.00

164 500mm x 250mm NO 3,546.20

165 500mm x 300mm NO 3,624.30

166 500mm x 350mm NO 4,246.90

4,340.60 167 500mm x 400mm NO

Page 15: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 8 of 31

Item No.

Description Unit Rate (RM)

168

Double socket ('T

' Type) ductile iron tee with branch flanges PN16 to

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

500mm x 450mm NO

4,908.60

169 500mm x 500mm NO 5,241.40

170

All socket (‘T

’ Type) ductile iron tee

100mm x 100mm NO

248.40

171 150mm x 100mm NO 355.00

172 150mm x 150mm NO 430.50

173 200mm x 100mm NO 538.20

174 200mm x 150mm NO 617.50

175 200mm x 200mm NO 724.10

176 250mm x 100mm NO 715.00

177 250mm x 150mm NO 886.60

178 250mm x 200mm NO 953.00

179 250mm x 250mm NO 1,075.10

180 300mm x 100mm NO 1,045.20

181 300mm x 150mm NO 1,265.00

182 300mm x 200mm NO 1,319.60

183 300mm x 250mm NO 1,492.50

184 300mm x 300mm NO 1,727.80

185 350mm x 100mm NO 1,278.00

186 350mm x 150mm NO 1,556.10

187 350mm x 200mm NO 1,605.50

188 350mm x 250mm NO 1,965.60

189 350mm x 300mm NO 1,999.30

190 350mm x 350mm NO 2,178.80

191 400mm x 100mm NO 1,632.70

Page 16: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 9 of 31

Item No.

Description Unit Rate (RM)

192

All socket (‘T

’ Type) ductile iron tee (Cont

'd)

400mm x 150mm NO

1,970.80

193 400mm x 200mm NO 2,024.10

194 400mm x 250mm NO 2,307.60

195 400mm x 300mm NO 2,484.30

196 400mm x 350mm NO 2,839.20

197 400mm x 400mm NO 2,963.90

198 450mm x 100mm NO 2,389.30

199 450mm x 150mm NO 2,446.60

200 450mm x 200mm NO 2,503.70

201 450mm x 250mm NO 2,962.80

202 450mm x 300mm NO 3,057.50

203 450mm x 350mm NO 3,439.70

204 450mm x 400mm NO 3,593.10

205 450mm x 450mm NO 3,880.50

206 500mm x 100mm NO 2,662.40

207 500mm x 150mm NO 2,969.10

208 500mm x 200mm NO 3,030.30

209 500mm x 250mm NO 3,378.70

210 500mm x 300mm NO 3,666.00

211 500mm x 350mm NO 4,095.00

212 500mm x 400mm NO 4,300.30

213 500mm x 450mm NO 4,873.50

214 500mm x 500mm NO 4,955.40

215

All flanged Ductile Iron tee PN16 to BS4504 (Table 16/11)

100mm x 100mm NO

253.40

216 150mm x 100mm NO

358.50

Page 17: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 10 of 31

Item No.

Description Unit Rate (RM)

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

240

241

242

243

244

245

246

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

150mm x 150mm 200mm x 100mm 200mm x 150mm 200mm x 200mm 250mm x 100mm 250mm x 150mm 250mm x 200mm 250mm x 250mm 300mm x 100mm 300mm x 150mm 300mm x 200mm 300mm x 250mm 300mm x 300mm 350mm x 100mm 350mm x 150mm 350mm x 200mm 250mm x 250mm 350mm x 300mm 350mm x 350mm 400mm x 100mm 400mm x 150mm 400mm x 200mm 400mm x 250mm 400mm x 300mm 400mm x 350mm 400mm x 400mm 450mm x 100mm 450mm x 150mm 450mm x 200mm 450mm x 250mm

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

439.10

543.50

623.60

731.30

722.15

895.50

962.50

1,085.85

1,055.60

1,277.60

1,392.30

1,501.30

1,744.20

1,290.80

1,571.50

1,621.00

1,985.20

2,019.30

2,200.50

1,649.00

1,990.50

2,044.30

2,330.60

2,509.10

2,867.60

2,993.50

2,413.20

2,471.10

2,528.70

2,992.40

Page 18: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

A DUCTILE IRON PIPE

SOR WATER 2018/Page 11 of 31

Item No.

Description Unit Rate (RM)

247

248

249

250

251

252

253

254

255

256

257

258

259

450mm x 300mm 450mm x 350mm 450mm x 400mm 450mm x 450mm 500mm x 100mm 500mm x 150mm 500mm x 200mm 500mm x 250mm 500mm x 300mm 500mm x 350mm 500mm x 400mm 500mm x 450mm

500mm x 500mm

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

3,088.10

3,474.10

3,629.00

3,919.30

2,689.00

2,998.80

3,060.60

3,412.50

3,702.60

4,136.00

4,343.30

4,922.20

5,005.00

Page 19: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 12 of 31

Item No.

Description Unit Rate (RM)

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

Mild Steel Slip-on type Mechanical Coupling complying to BS534 : 1990

650mm nominal diameter 700mm nominal diameter 750mm nominal diameter 800mm nominal diameter 850mm nominal diameter Concrete-lined mild steel plain end tee and with metallic zinc coating and bitumen wrapping complying to BS534 : 1990

450mm x 150mm nominal diameter 450mm x 200mm nominal diameter 450mm x 250mm nominal diameter 450mm x 300mm nominal diameter 450mm x 350mm nominal diameter 450mm x 400mm nominal diameter 500mm x 150mm nominal diameter 500mm x 200mm nominal diameter 500mm x 250mm nominal diameter 500mm x 300mm nominal diameter 500mm x 350mm nominal diameter 500mm x 400mm nominal diameter 500mm x 450mm nominal diameter 600mm x 150mm nominal diameter 600mm x 200mm nominal diameter 600mm x 250mm nominal diameter 600mm x 300mm nominal diameter 600mm x 350mm nominal diameter 600mm x 400mm nominal diameter 600mm x 450mm nominal diameter 600mm x 500mm nominal diameter 600mm x 550mm nominal diameter 700mm x 150mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

1,583.40

1,749.90

1,924.00

2,098.20

2,423.20

1,062.20

1,401.30

1,747.30

2,085.10

2,334.70

2,667.50

1,206.50

1,580.70

1,970.80

2,350.40

2,626.00

3,000.30

3,377.20

1,951.40

2,155.30

2,687.10

3,200.50

3,558.00

4,066.20

4,575.70

5,107.60

5,722.40

2,499.90

Page 20: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 13 of 31

Item No.

Description Unit Rate (RM)

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

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

700mm x 200mm nominal diameter 700mm x 250mm nominal diameter 700mm x 300mm nominal diameter 700mm x 350mm nominal diameter 700mm x 400mm nominal diameter 700mm x 450mm nominal diameter 700mm x 500mm nominal diameter 700mm x 550mm nominal diameter 700mm x 600mm nominal diameter

700mm x 650mm nominal diameter 750mm x 150mm nominal diameter 750mm x 200mm nominal diameter 750mm x 250mm nominal diameter 750mm x 300mm nominal diameter 750mm x 350mm nominal diameter 750mm x 400mm nominal diameter 750mm x 450mm nominal diameter 750mm x 500mm nominal diameter 750mm x 550mm nominal diameter 750mm x 600mm nominal diameter 750mm x 650mm nominal diameter 750mm x 700mm nominal diameter 800mm x 150mm nominal diameter 800mm x 200mm nominal diameter 800mm x 250mm nominal diameter 800mm x 300mm nominal diameter 800mm x 350mm nominal diameter 800mm x 400mm nominal diameter 800mm x 450mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

2,562.30

2,976.80

3,543.60

3,936.20

4,497.90

5,060.80

5,647.00

6,315.00

6,918.30

7,443.50

2,866.50

2,949.60

3,218.70

3,834.90

4,266.40

4,876.10

5,487.10

6,126.60

6,870.20

7,530.50

8,096.00

8,726.50

3,660.50

3,742.70

3,838.80

4,570.60

5,075.00

5,799.10

6,524.50

Page 21: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 14 of 31

Item No.

Description Unit Rate (RM)

58

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

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

800mm x 500mm nominal diameter 800mm x 550mm nominal diameter 800mm x 600mm nominal diameter 800mm x 650mm nominal diameter 800mm x 700mm nominal diameter 800mm x 750mm nominal diameter 850mm x 150mm nominal diameter 850mm x 200mm nominal diameter 850mm x 250mm nominal diameter 850mm x 300mm nominal diameter 850mm x 350mm nominal diameter 850mm x 400mm nominal diameter

850mm x 450mm nominal diameter 850mm x 500mm nominal diameter 850mm x 550mm nominal diameter 850mm x 600mm nominal diameter 850mm x 650mm nominal diameter 850mm x 700mm nominal diameter 850mm x 750mm nominal diameter Concrete-lined mild steel tee with flanged branch and with metallic zinc coating and bitumen wrapping complying to BS534 : 1990

450mm x 150mm nominal diameter 450mm x 200mm nominal diameter 450mm x 250mm nominal diameter 450mm x 300mm nominal diameter 450mm x 350mm nominal diameter 450mm x 400mm nominal diameter 450mm nominal diameter equal tee 500mm x 150mm nominal diameter 500mm x 200mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

7,279.60

8,138.90

8,919.90

9,593.50

10,341.00

11,071.50

3,987.00

4,068.80

4,139.00

4,692.80

5,209.00

5,952.40

6,697.30

7,472.10

8,349.60

9,146.30

9,843.10

10,609.90

11,358.70

1,117.80

1,202.60

1,593.80

2,033.10

2,459.50

2,891.20

3,385.10

3,933.70

1,346.90

Page 22: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 15 of 31

Item No.

Description Unit Rate (RM)

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

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

500mm x 250mm nominal diameter 500mm x 300mm nominal diameter 500mm x 350mm nominal diameter 500mm x 400mm nominal diameter 500mm x 450mm nominal diameter 500mm nominal diameter equal tee 600mm x 150mm nominal diameter 600mm x 200mm nominal diameter 600mm x 250mm nominal diameter 600mm x 300mm nominal diameter 600mm x 350mm nominal diameter 600mm x 400mm nominal diameter 600mm x 450mm nominal diameter 600mm x 500mm nominal diameter

600mm x 550mm nominal diameter 600mm nominal diameter equal tee 700mm x 150mm nominal diameter 700mm x 200mm nominal diameter 700mm x 250mm nominal diameter 700mm x 300mm nominal diameter 700mm x 350mm nominal diameter 700mm x 400mm nominal diameter 700mm x 450mm nominal diameter 700mm x 500mm nominal diameter 700mm x 550mm nominal diameter 700mm x 600mm nominal diameter 700mm x 650mm nominal diameter 750mm nominal diameter equal tee 750mm x 150mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

1,773.10

2,256.70

2,724.70

3,182.40

3,717.90

4,308.00

5,061.90

2,347.70

2,973.10

3,574.90

4,114.50

4,783.90

5,506.50

6,394.60

7,500.70

8,422.70

2,640.30

2,754.70

3,263.00

3,918.10

4,492.60

5,215.40

5,991.60

6,933.80

8,093.50

9,187.90

9,645.50

10,157.70

3,006.80

Page 23: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 16 of 31

Item No.

Description Unit Rate (RM)

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

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

750mm x 200mm nominal diameter 750mm x 250mm nominal diameter 750mm x 300mm nominal diameter 750mm x 350mm nominal diameter 750mm x 400mm nominal diameter 750mm x 450mm nominal diameter 750mm x 500mm nominal diameter 750mm x 550mm nominal diameter 750mm x 600mm nominal diameter 750mm x 650mm nominal diameter 750mm x 700mm nominal diameter 750mm nominal diameter equal tee 800mm x 150mm nominal diameter 800mm x 200mm nominal diameter 800mm x 250mm nominal diameter

800mm x 300mm nominal diameter 800mm x 350mm nominal diameter 800mm x 400mm nominal diameter 800mm x 450mm nominal diameter 800mm x 500mm nominal diameter 800mm x 550mm nominal diameter 800mm x 600mm nominal diameter 800mm x 650mm nominal diameter 800mm x 700mm nominal diameter 800mm x 750mm nominal diameter 800mm nominal diameter equal tee 850mm x 150mm nominal diameter 850mm x 200mm nominal diameter 850mm x 250mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

3,142.00

3,504.60

4,209.30

4,822.80

5,593.70

6,417.90

7,413.60

8,648.50

9,800.30

10,298.10

10,861.00

11,871.00

3,801.00

3,935.10

4,124.80

4,944.90

5,631.30

6,516.70

7,455.30

8,566.60

9,917.30

11,186.00

11,795.60

12,475.40

13,601.30

14,936.20

4,127.30

4,261.20

4,425.00

Page 24: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 17 of 31

Item No.

Description Unit Rate (RM)

145

146

147

148

149

150

151

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

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

850mm x 300mm nominal diameter 850mm x 350mm nominal diameter 850mm x 400mm nominal diameter 850mm x 450mm nominal diameter 850mm x 500mm nominal diameter 850mm x 550mm nominal diameter 850mm x 600mm nominal diameter 850mm x 650mm nominal diameter 850mm x 700mm nominal diameter 850mm x 750mm nominal diameter 850mm nominal diameter equal tee Concrete-lined mild steel welding collars complying to BS534 : 1990

450mm nominal diameter 500mm nominal diameter 550mm nominal diameter 600mm nominal diameter 650mm nominal diameter 700mm nominal diameter 750mm nominal diameter 850mm nominal diameter Concrete-lined mild steel pipes complying to BS534 : 1990 with spherical socket and spigot joint and with metallic zinc coating and chro-mate (9.3 metres)

450mm nominal diameter 500mm nominal diameter 550mm nominal diameter 600mm nominal diameter 650mm nominal diameter 700mm nominal diameter

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

5,067.20

5,765.30

6,670.10

7,628.10

8,758.90

10,127.80

11,416.10

12,045.20

12,744.50

13,888.40

16,302.40

186.00

260.00

286.10

312.00

336.90

362.90

388.90

496.80

5,569.00

6,415.30

8,106.40

9,125.60

9,880.00

10,492.00

Page 25: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

B STEEL PIPE

SOR WATER 2018/Page 18 of 31

Item No.

Description Unit Rate (RM)

170

171

172

Concrete-lined mild steel pipes complying to BS534 : 1990 with spherical socket and spigot joint and with metallic zinc coating and chro-mate (9.3 metres) (Cont’d)

750mm nominal diameter 800mm nominal diameter 850mm nominal diameter

NO

NO

NO

12,800.00

13,195.00

14,172.00

Page 26: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

C HDPE

SOR WATER 2018/Page 19 of 31

Item No.

Description Unit Rate (RM)

1

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

90 mm Diameter, PN 8. NO

82.10

2 110 mm Diameter, ditto. NO 91.20

3 125 mm Diameter, ditto. NO 106.60

4 160 mm Diameter, ditto. NO 131.40

5 180 mm Diameter, ditto. NO 176.90

6 225 mm Diameter, ditto. NO 222.50

7 280 mm Diameter, ditto. NO 343.30

8 355 mm Diameter, ditto. NO 383.60

9 450 mm nominal diameter. NO 429.00

10 90 mm Diameter, PN 10. NO 91.20

11 110 mm Diameter, ditto. NO 103.00

12 125 mm Diameter, ditto. NO 136.70

13 160 mm Diameter, ditto. NO 158.60

14 180 mm Diameter, ditto. NO 240.60

15 225 mm Diameter, ditto. NO 295.20

16 280 mm Diameter, ditto. NO 360.30

17 355 mm Diameter, ditto. NO 429.00

18 450 mm nominal diameter. NO 488.90

19 90 mm Diameter, PN 12.5 NO 91.20

20 110 mm Diameter, ditto. NO 101.50

21 125 mm Diameter, ditto. NO 136.70

22 160 mm Diameter, ditto. NO 158.80

23 180 mm Diameter, ditto. NO 240.60

24 225 mm Diameter, ditto. NO 294.00

386.20 25 280 mm Diameter, ditto. NO

Page 27: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

C HDPE

SOR WATER 2018/Page 20 of 31

Item No.

Description Unit Rate (RM)

26

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

'd)

355 mm Diameter, ditto. NO

447.30

27 450 mm nominal diameter. NO 498.00

28

Tee

90 mm x 90mm Diameter, PN 8. NO

72.90

29 110 mm x 110 mm Diameter, ditto. NO 79.50

30 125 mm x 125 mm Diameter, ditto. NO 119.70

31 160 mm x 160 mm Diameter, ditto. NO 131.40

32 180 mm x 180 mm Diameter, ditto. NO 215.90

33 225 mm x 225 mm Diameter, ditto. NO 273.10

34 90 mm x 90mm Diameter, PN 10. NO 91.20

35 110 mm x 110 mm Diameter, ditto. NO 100.20

36 125 mm x 125 mm Diameter, ditto. NO 158.60

37 160 mm x 160 mm Diameter, ditto. NO 226.20

38 180 mm x 180 mm Diameter, ditto. NO 290.00

39 225 mm x 225 mm Diameter, ditto. NO 381.10

40 90 mm x 90mm Diameter, PN 12.5 NO 91.20

41 110 mm x 110 mm Diameter, ditto. NO 100.20

42 125 mm x 125 mm Diameter, ditto. NO 158.60

43 160 mm x 160 mm Diameter, ditto. NO 226.20

44 180 mm x 180 mm Diameter, ditto. NO 290.00

45 225 mm x 225 mm Diameter, ditto. NO 381.10

46

Reducer

110 mm x 90mm Diameter, PN 10. NO

45.50

47 125 mm x 90 mm Diameter, ditto. NO 78.10

84.70 48 160 mm x 110 mm Diameter, ditto. NO

Page 28: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

C HDPE

SOR WATER 2018/Page 21 of 31

Item No.

Description Unit Rate (RM)

49

Reducer (Cont'd)

180 mm x 90 mm Diameter, ditto. NO

96.30

50 180 mm x 110 mm Diameter, ditto. NO 98.90

51 180 mm x 125 mm Diameter, ditto. NO 104.10

52 225 mm x 110 mm Diameter, ditto. NO 260.10

53 225 mm x 125 mm Diameter, ditto. NO 262.70

54 225 mm x 160 mm Diameter, ditto. NO 266.60

55 225 mm x 180 mm Diameter, ditto. NO 269.20

56 110 mm x 90mm Diameter, PN 12.5 NO 49.50

57 125 mm x 90 mm Diameter, ditto. NO 84.70

58 160 mm x 110 mm Diameter, ditto. NO 91.20

59 180 mm x 90 mm Diameter, ditto. NO 104.10

60 180 mm x 110 mm Diameter, ditto. NO 106.60

61 180 mm x 125 mm Diameter, ditto. NO 110.70

62 225 mm x 110 mm Diameter, ditto. NO 286.10

63 225 mm x 125 mm Diameter, ditto. NO 288.60

64 225 mm x 160 mm Diameter, ditto. NO 292.60

295.20 65 225 mm x 180 mm Diameter, ditto. NO

Page 29: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

D PIPE LAYING

SOR WATER 2018/Page 22 of 31

Item No.

Description Unit Rate (RM)

1

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

High Density Polyethylene (HDPE) Pipe

110 mm/ 125 mm OD M

18.00

2 160 mm/ 180mm OD M 20.70

3 225 mm OD M 24.10

4 250mm/ 280mm OD M 27.50

5 355 mm OD M 41.30

6 400 mm OD M 52.20

7 450 mm OD M 82.30

8 500 mm OD M 96.10

9

Ductile Iron (D.I. Pipe)

100 mm ND M

19.70

10 150 mm ND M 21.50

11 200 mm ND M 23.40

12 250 mm ND M 26.10

13 300 mm ND M 35.20

14 350 mm ND M 97.50

15 400 mm ND M 113.80

16 450 mm ND M 130.10

17 500 mm ND M 204.90

18 550 mm ND M 227.70

19 600 mm ND M 250.20

20 650 mm ND M 351.10

21 700 mm ND M 380.30

22 750 mm ND M 409.60

438.80 23 800 mm ND M

Page 30: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

D PIPE LAYING

SOR WATER 2018/Page 23 of 31

Item No.

Description Unit Rate (RM)

24

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)

850 mm ND M

156.10

25

Mild Steel Pipe

100 mm ND M

15.70

26 150 mm ND M 17.00

27 200 mm ND M 19.70

28 250 mm ND M 26.10

29 300 mm ND M 39.20

30 350 mm ND M 45.50

31 400 mm ND M 52.10

32 450 mm ND M 58.70

33 500 mm ND M 65.10

34 550 mm ND M 71.60

35 600 mm ND M 78.10

36 650 mm ND M 84.70

37 700 mm ND M 91.20

38 750 mm ND M 97.50

39 800 mm ND M 104.10

110.70 40 850 mm ND M

Page 31: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

E PIPE TESTING

SOR WATER 2018/Page 24 of 31

Item No.

Description Unit Rate (RM)

1

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

100 mm ND M

1.00

2 150 mm ND M 1.20

3 200 mm ND M 2.10

4 250 mm ND M 2.60

5 300 mm ND M 4.10

6 350 mm ND M 5.30

7 400 mm ND M 5.90

8 450 mm ND M 7.20

9 500 mm ND M 9.30

10 550 mm ND M 11.10

11 600 mm ND M 13.10

12 650 mm ND M 15.10

13 700 mm ND M 16.30

14 750 mm ND M 18.30

15 800 mm ND M 20.30

22.30 16 850 mm ND M

Page 32: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

F TRENCH EXCAVATION

SOR WATER 2018/Page 25 of 31

Item No.

Description Unit Rate (RM)

1

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

Maximum depth not exceeding 1.00 m deep M3

7.90

2 Ditto 1.00 m - 1.50 m deep M3 10.00

3 Ditto 1.50 m - 2.00 m deep M3 12.50

4 Ditto 2.00 m - 2.50 m deep M3 15.00

5 Ditto 2.50 m - 3.00 m deep M3 20.00

50.00 6 Extra over trench excavation for excavation in rock M3

7 Compacted sand or granular material laid in trench as pipe bedding M3 60.00

8 Pipeline crossing road using Horizontal Directional Drilling (HDD) method (excluding pipe material and fitting) for pipe up to 500mm diameter. Minimum 40m length per location.

No

450.00

Page 33: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

G PILING

SOR WATER 2018/Page 26 of 31

Item

No. Description Unit Rate (RM)

Precast Concrete Piles

1 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 38.30

2 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 35.10

3 Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long. M 70.50

4 Supply, handle & pitch 200mm x 200mm extension pile 6.00m long. M 66.00

5 Supply, handle & pitch 250mm x 250mm initial/head pile 6.00m long. M 110.40

6 Ditto 9.00m long. M 98.60

7 Ditto 12.00m long. M 93.80

8 Supply, handle & pitch 250mm x 250mm extension pile 6.00m long. M 104.60

9 Ditto 9.00m long. M 99.30

10 Ditto 12.00m long. M 90.90

11 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 174.00

12 Ditto 9.00m long. M 153.10

13 Ditto 12.00m long. M 143.20

14 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 166.10

15 Ditto 9.00m long. M 148.60

16 Ditto 12.00m long. M 139.90

17 Supply, handle and pitch 350mm x 350mm initial/head pile 6.00m long. M 228.40

18 Ditto 9.00m long. M 200.90

19 Ditto 12.00m long. M 187.10

20 Supply, handle and pitch 350mm x 350mm extension pile 6.00m long. M 218.30

21 Ditto 9.00m long. M 194.10

22 Ditto 12.00m long. M 182.10

23 Supply, handle and pitch 400mm x 400mm initial/head pile 6.00m long. M 298.90

24 Ditto 9.00m long. M 263.00

25 Ditto 12.00m long. M

M

244.90

286.50 26 Supply, handle and pitch 400mm x 400mm extension pile 6.00m long.

Page 34: SCHEDULE OF RATES FOR WATERMAIN CONSTRUCTION IN …

G PILING

SOR WATER 2018/Page 27 of 31

Item

No. Description Unit Rate (RM)

Precast Concrete Piles (Cont

'd)

27 Ditto 9.00m long. M 254.70

28 Ditto 12.00m long. M 238.90

29 Drive to set 150mm x 150mm pile. M 7.00

30 Ditto 200mm x 200mm pile M 8.40

31 Ditto 250mm x 250mm pile. M 10.80

32 Ditto 300mm x 300mm pile. M 13.20

33 Ditto 350mm x 350mm pile. M 17.90

34 Ditto 400mm x 400mm pile. M 23.80

35 Drive to set 150mm x 150mm pile as raker piles. M 14.50

36 Ditto 200mm x 200mm pile. M 17.90

37 Ditto 250mm x 250mm pile. M 21.70

38 Ditto 300mm x 300mm pile. M 25.50

39 Ditto 350mm x 350mm pile. M 30.00

40 Ditto 400mm x 400mm pile. M 33.90

41 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

NO 30.00

bituminous compound for jointing 150mm x 150mm R.C piles.

42 Ditto for jointing 200mm x 200mm R.C piles. NO 45.00

43 Ditto for jointing 250mm x 250mm R.C piles. NO 60.00

44 Ditto for jointing 300mm x 300mm R.C piles. NO 75.00

45 Ditto for jointing 350mm x 350mm R.C piles. NO 90.00

46 Ditto for jointing 400mm x 400mm R.C piles. NO 105.00

47 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 16.60

48 Ditto 200mm x 200mm ditto. NO 23.80

49 Ditto 250mm x 250mm ditto. NO 29.70

50 Ditto 300mm x 300mm ditto. NO 35.60

51 Ditto 350mm x 350mm ditto. NO 41.60

52 Ditto 400mm x 400mm ditto. NO

47.50

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Item

No. Description Unit Rate (RM)

53

Precast Concrete Piles (Cont'd)

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 complete with report.

Precast Concrete Spun Piles

Tonne

120.00

54 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 89.90

55 Ditto 9.00m long. M 77.70

56 Ditto 12.00m long. M 72.20

57 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 81.90

58 Ditto 9.00m long. M 72.40

59 Ditto 12.00m long. M 68.20

60 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 115.30

61 Ditto 9.00m long. M 101.20

62 Ditto 12.00m long. M 93.80

63 Supply, handle & pitch 300mm diameter extension pile 6.00m long (Class B). M 105.50

64 Ditto 9.00m long. M 94.30

65 Ditto 12.00m long. M 88.80

66 Supply, handle & pitch 350mm diameter initial/head pile 6.00m long (Class B). M 150.30

67 Ditto 9.00m long. M 131.10

68 Ditto 12.00m long. M 121.00

69 Supply, handle & pitch 350mm diameter extension pile 6.00m long (Class B). M 137.80

70 Ditto 9.00m long. M 122.80

71 Ditto 12.00m long. M 114.60

72 Supply, handle & pitch 400mm diameter initial/head pile 6.00m long (Class B). M 189.80

73 Ditto 9.00m long. M 168.10

74 Ditto 12.00m long. M 156.10

75 Supply, handle & pitch 400mm diameter extension pile 6.00m long (Class B). M 177.40

76 Ditto 9.00m long. M 158.30

77 Ditto 12.00m long.

M 148.80

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Item

No. Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont

'd)

78 Supply, handle & pitch 450mm diameter initial/head pile 6.00m long (Class B).

M

212.20 79 Ditto 9.00m long. M 185.90

80 Ditto 12.00m long. M 172.30

81 Supply, handle & pitch 450mm diameter extension pile 6.00m long (Class B). M 195.10

82 Ditto 9.00m long. M 174.60

83 Ditto 12.00m long. M 163.80

84 Supply, handle & pitch 600mm diameter initial/head pile 6.00m long (Class B). M 359.50

85 Ditto 9.00m long. M 316.10

86 Ditto 12.00m long. M 296.50

87 Supply, handle & pitch 600mm diameter extension pile 6.00m long (Class B). M 335.60

88 Ditto 9.00m long. M 300.20

89 Ditto 12.00m long. M 283.80

90 Drive 250mm diameter pile. M 19.00

91 Ditto 300mm ditto. M 21.50

92 Ditto 350mm ditto. M 35.70

93 Ditto 400mm ditto. M 41.60

94 Ditto 450mm ditto. M 53.50

95 Ditto 600mm ditto. M 59.40

96 Drive 250mm diameter pile as raker pile. M 24.70

97 Ditto 300mm ditto. M 27.80

98 Ditto 350mm ditto. M 46.40

99 Ditto 400mm ditto. M 54.10

100 Ditto 450mm ditto. M 69.40

101 Ditto 600mm ditto. M 77.20

102 Butt weld connection 0.8m girth between edges of mild steel extension head and base cap plates including coated heavily with bituminous compound (for 250mm

118.70 diameter Spun piles). NO

103 Ditto 300mm diameter Spun piles. NO 142.40

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Item

No. Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont

'd)

104 Ditto 350mm diameter Spun piles. NO 178.00

105 Ditto 400mm diameter Spun piles. NO 213.60

106 Ditto 450mm diameter Spun piles. NO 261.00

107 Ditto 600mm diameter Spun piles. NO 332.10

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

roughen the inner surface to detail. NO 40.00

109 Ditto 300mm diameter ditto. NO 46.00

110 Ditto 350mm diameter ditto. NO 52.00

111 Ditto 400mm diameter ditto. NO 58.00

112 Ditto 450mm diameter ditto. NO 64.00

113 Ditto 600mm diameter ditto. NO 89.00

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

detail. KG 4.80

115 Ditto 16mm diameter ditto. KG 4.70

116 Provide and weld 6mm thick mild steel plates to detail for 250mm diameter piles. NO 40.00

117 Ditto 300mm diameter piles. NO 48.00

118 Ditto 350mm diameter piles. NO 60.00

119 Ditto 400mm diameter piles. NO 68.00

120 Ditto 450mm diameter piles. NO 80.00

121 Ditto 600mm diameter piles. NO 100.00

122 Supply, place and compact grade 30/20 concrete in pile hollow section as

specified. M

3 395.00

123 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

Tonne 120.00

extra cost before commencement of the main piling works.

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Item No.

Description Unit Rate (RM)

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

Valve - 200 & 225mm

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

Valve - 200 & 225mm

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

Valve - 200 & 225mm

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

Valve - up to 175mm

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

Valve - up to 175mm

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

Valve - up to 175mm

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

Valve Hydrant

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

Sluice Valve Hydrant

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

Screwdown Hydrant

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

Screwdown Hydrant

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

Double Air Valve

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

Double Air Valve

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

Air Valve

14 JBALB Sarawak Standard Precast Block 700mm x 700mm Detail Q for Single

Air Valve

15 Concrete Marker Post

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

86.80

80.60

99.10

74.50

74.50

86.80

80.60

92.90

80.60

86.80

86.80

99.10

68.20

80.60

86.80