Sor Water 2014

SCHEDULE OF RATES FOR

WATERMAIN CONSTRUCTION

IN SARAWAK 2014

Notes to tenderers:

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

JKR Sarawak webpage or any JKR Sarawak office.

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 2014

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%

Samarahan District

Serian

Simunjan

Sebuyau

Asajaya

Sadong Jaya

Tebedu

Tebakang

Balai Ringin

2%

5%

12%

15%

10%

12%

8%

8%

8%

Betong District

Spaoh

Debak

Pusa

Beladin

Maludam

Saratok

Roban

Kabong

20%

20%

20%

21%

20%

22%

20%

20%

20%

Kapit District

Song

Belaga

Sungai Asap

30%

25%

70%

25%

Sri Aman District

Lubok Antu

Lingga

Pantu

Engkilili

Skrang

15%

20%

20%

13%

18%

15%

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%

Bintulu District

Tatau

Sebauh

15%

20%

23%

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

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%

Sarikei District

Bintangor

Pakan

Selalang

Julau

Meluan

Ulu Entabai

Engkamop

Nanga Wak

Nanga Entabai

18%

18%

20%

20%

20%

22%

23%

30%

15%

14%

Miri City

Subis

Bekenu

Marudi

Long Lama

Beluru

15%

15%

15%

25%

40%

22%

Limbang District

Lawas

30%

28%

RULES OF DETERMINING THE LOCATION FACTOR

1. The % factors as stated are for those projects accessible by motorized 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 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 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 2014 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.


(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.

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.


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)

SOR WATER 2014/Page 1 of 30

A DUCTILE IRON PIPE

Item No.

Description Unit Rate (RM)

1

Double flanged ductile iron pipe complying to BS EN545:2002 Class K9 with welded-on flange PN 16 to BS 4504 Table 16/11

100mm diameter x 6m No

1,203.10

2 150mm diameter x 6m No 1,556.70




6 350mm diameter x 600mm No 1,383.70














20

Flanged spigot ductile iron pipe complying to BS EN545:2002 Class K9 with welded-on flange PN16 to BS4504 Table 16/11

100mm diameter x 300mm No

178.20

21 100mm diameter x 600mm No 225.50


292.80

23 150mm diameter x 600mm No

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


Item No. Description Unit Rate (RM)

24

Flanged spigot ductile iron pipe complying to BS EN545:2002 Class K9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont

'd)


402.70

25 150mm diameter x 2m No 575.50











36 250 mm diameter x 1 m No 673.80





41 300mm diameter x 1 m No 844.40










Item No. Description Unit Rate (RM)

49

Flanged spigot ductile iron pipe complying to BS EN545:2002 Class K9 with welded-on flange PN16 to BS4504 Table 16/11 (Cont

'd)


3,896.90
















65

Double flange ductile iron bends complying to BS EN545:2002 Class K12 with cast-on flange PN16 to BS4504 Table 16/11

150mm diameter x 11.25 degree No

249.10

66 150mm diameter x 22.5 degree No 255.40





71 300mm diameter x 11.25 degree No 1,033.80



Item No.


72

Double flange ductile iron bends complying to BS EN545:2002 Class K12 with cast-on flange PN16 to BS4504 Table 16/11 (Cont

'd)

300mm diameter x 22.5 degree No

1,026.30









81

Double socket ductile iron bends complying to BS EN545:2002 Class K12 complete with rubber ring

100mm diameter x 45 degree No

199.30

82 100mm diameter x 90 degree No 199.30












950.40

94 300mm diameter x 45 degree No



Item No.


95

Double socket ductile iron bends complying to BS EN545:2002 Class K12 complete with rubber ring (Cont

'd)

300mm diameter x 90 degree No

1,173.20



98 350mm diameter x 45 degree No 1,311.60














112

Double flange ductile iron concentric taper

250mm x 200mm diameter No 379.90

113 350mm x 100mm diameter No 884.20





1216.90 118 400mm x 200mm diameter No



Item No.


119

Double flange ductile iron concentric taper (Cont'd)

500mm x 350mm diameter No

2,325.20

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

274.10

121 150mm x 150mm No 448.40

122 200 mm x 80 mm No 523.20

123 200mm x 100mm No 548.10

124 200mm x 150mm No 597.90

125 200mm x 200mm No 685.00

126 250mm x 80mm No 734.80

127 250mm x 100mm No 747.30

128 250mm x 150mm No 810.90

129 250mm x 200mm No 851.90

130 250mm x 250mm No 976.40

131 300mm x 80mm No 921.70

132 300mm x 150mm No 1,130.90

133 300mm x 200mm No 1,173.20

134 300mm x 250mm No 1,317.60

135 300mm x 300mm No 1,468.40

136 350mm x 80mm No 1,193.10

137 350mm x 100mm No 1,200.50

138 350mm x 150mm No 1,459.60

139 350mm x 200mm No

,

1,506.690

140 350mm x 250mm No 1,778.40

141 350mm x 300mm No 1,852.00

2,072.40 142 350mm x 350mm No



Item No.


143

Double socket ('T


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

400mm x 80mm No

1,530.70

144 400mm x 100mm No 1,548.10

145 400mm x 150mm No 1,853.10

146 400mm x 200mm No 1,904.30

147 400mm x 250mm No 2,152.10

148 400mm x 300mm No 2,312.80

149 400mm x 350mm No 2,727.40

150 400mm x 400mm No 2,839.50

151 450mm x 80mm No 1,937.90

152 450mm x 100mm No 1,941.80

153 450mm x 150mm No 2,325.20

154 450mm x 200mm No 2,380.00

155 450mm x 250mm No 2,737.40

156 450mm x 300mm No 2,874.40

157 450mm x 350mm No 3,250.40

158 450mm x 400mm No 3,461.00

159 450mm x 450mm No 3,808.40

160 500mm x 80mm No 2,332.70

161 500mm x 100mm No 2,353.80

162 500mm x 150mm No 2,805.90

163 500mm x 200mm No 2,864.50

164 500mm x 250mm No 3,397.40

165 500mm x 300mm No 3,472.20

166 500mm x 350mm No 4,068.70

4,158.40 167 500mm x 400mm No



Item No.


168

Double socket ('T


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

500mm x 450mm No

4,702.60

169 500mm x 500mm No 5,021.40

170

All socket (‘T

’ Type) ductile iron tee

100mm x 100mm No

237.90

171 150mm x 100mm No 340.10

172 150mm x 150mm No 412.40

173 200mm x 100mm No 515.60

174 200mm x 150mm No 591.60

175 200mm x 200mm No 693.70

176 250mm x 100mm No 685.00

177 250mm x 150mm No 849.40

178 250mm x 200mm No 913.00

179 250mm x 250mm No 1,030.00

180 300mm x 100mm No 1,001.30

181 300mm x 150mm No 1,211.90

182 300mm x 200mm No 1,264.20

183 300mm x 250mm No 1,429.80

184 300mm x 300mm No 1,655.30

185 350mm x 100mm No 1,224.30

186 350mm x 150mm No 1,490.80

187 350mm x 200mm No 1,538.10

188 350mm x 250mm No 1,883.10

189 350mm x 300mm No 1,915.40

190 350mm x 350mm No 2,087.30

191 400mm x 100mm No 1,564.20



Item No.


192

All socket (‘T

’ Type) ductile iron tee (Cont

'd)

400mm x 150mm No

1,888.10

193 400mm x 200mm No 1,939.10

194 400mm x 250mm No 2,210.70

195 400mm x 300mm No 2,380.00

196 400mm x 350mm No 2,720.00

197 400mm x 400mm No 2,839.50

198 450mm x 100mm No 2,289.00

199 450mm x 150mm No 2,343.90

200 450mm x 200mm No 2,398.60

201 450mm x 250mm No 2,838.40

202 450mm x 300mm No 2,929.20

203 450mm x 350mm No 3,295.30

204 450mm x 400mm No 3,442.30

205 450mm x 450mm No 3,717.60

206 500mm x 100mm No 2,550.60

207 500mm x 150mm No 2,844.50

208 500mm x 200mm No 2,903.10

209 500mm x 250mm No 3,236.90

210 500mm x 300mm No 3,512.10

211 500mm x 350mm No 3,923.10

212 500mm x 400mm No 4,119.80

213 500mm x 450mm No 4,669.00

214 500mm x 500mm No 4,747.40

215

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

300mm x 200mm No

1,333.80

216 300mm x 250mm No

1,438.50



Item No.


217

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

150mm x 80mm No

348.70

218 200mm x 80mm No 556.80

219 250mm x 80mm No 906.60

220 300mm x 100mm No 1,375.00

221 350mm x 100mm No 1,930.50

222 400mm x 150mm No 2,754.70

223 450mm x 150mm No 3,606.60

224 500mm x 150mm No 4,864.50

225

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).

350mm No

984.00


B STEEL PIPE

Item No.


1

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 No

5,335.30

2 500mm nominal diameter No 6,146.10



Mild Steel Slip-on type Mechanical Coupling complying to BS534 :1 990






10

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

450mm x 150mm nominal diameter No

1,017.60

11 450mm x 200mm nominal diameter No 1,342.50











3,235.50

22 500mm x 450mm nominal diameter No

B STEEL PIPE...(CONT'D)


Item No.


23

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

'd)


1,869.50

























4,671.50




Item No.


49


'd)


5,256.80

























6,416.20




Item No.


75


'd)


7,158.50






81

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


1,070.90






87 450mm nominal diameter equal tee No 3,243.00











2,848.30




Item No.


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

99

zinc coating and bitumen wrapping complying to BS534 :1990 (Cont

'd)


3,424.90
























5,358.90




Item No.



124


'd)


6,148.60
























4,854.50




Item No.



149


'd)


5,523.30










159

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

450mm nominal diameter No 178.20

160 500mm nominal diameter No 249.10






475.90

166 850mm nominal diameter No


C HDPE

Item No.


1

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

90 mm Diameter, PN 8. NO

78.60

2 110 mm Diameter, ditto. NO 87.30







9 450 mm nominal diameter. NO 411.00

10 90 mm Diameter, PN 10. NO 87.30









19 90 mm Diameter, PN 12.5 NO 87.30






370.00 25 280 mm Diameter, ditto. NO

C HDPE (CONT'D)


Item No.


26

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

'd)

355 mm Diameter, ditto. NO

428.50


28

Tee

90 mm x 90mm Diameter, PN 8. NO

69.80

29 110 mm x 110 mm Diameter, ditto. NO 76.10





34 90 mm x 90mm Diameter, PN 10. NO 87.30






40 90 mm x 90mm Diameter, PN 12.5 NO 87.30






46

Reducer

110 mm x 90mm Diameter, PN 10. NO

43.60


81.10 48 160 mm x 110 mm Diameter, ditto. NO

C HDPE (CONT'D)


Item No.


49

Reducer (Cont'd)

180 mm x 90 mm Diameter, ditto. NO

92.20







56 110 mm x 90mm Diameter, PN 12.5 NO 47.40









282.80 65 225 mm x 180 mm Diameter, ditto. NO


D PIPE LAYING

Item No.


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

16.30

2 160 mm/ 180mm OD M 18.80

3 225 mm OD M 21.90

4 250mm/ 280mm OD M 25.00

5 355 mm OD M 37.50

6 400 mm OD M 47.40

7 450 mm OD M 74.80

8 500 mm OD M 87.30

9

Ductile Iron (D.I. Pipe)

100 mm ND M

18.80

10 150 mm ND M 20.60

11 200 mm ND M 22.40

12 250 mm ND M 25.00

13 300 mm ND M 33.70

14 350 mm ND M 93.40

15 400 mm ND M 109.00

16 450 mm ND M 124.60

17 500 mm ND M 196.30

18 550 mm ND M 218.10

19 600 mm ND M 239.70

20 650 mm ND M 336.30

21 700 mm ND M 364.30

22 750 mm ND M 392.40

420.40 23 800 mm ND M


D PIPE LAYING (CONT'D)

Item No.


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

149.50

25

Mild Steel Pipe

100 mm ND M

15.00

26 150 mm ND M 16.30

27 200 mm ND M 18.80

28 250 mm ND M 25.00

29 300 mm ND M 37.50

30 350 mm ND M 43.60

31 400 mm ND M 49.90

32 450 mm ND M 56.20

33 500 mm ND M 62.30

34 550 mm ND M 68.60

35 600 mm ND M 74.80

36 650 mm ND M 81.10

37 700 mm ND M 87.30

38 750 mm ND M 93.40

39 800 mm ND M 99.70

106.00 40 850 mm ND M


E PIPE TESTING

Item No.


1

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

100 mm ND M

0.90

2 150 mm ND M 1.10

3 200 mm ND M 2.00

4 250 mm ND M 2.50

5 300 mm ND M 3.90

6 350 mm ND M 5.00

7 400 mm ND M 5.60

8 450 mm ND M 6.90

9 500 mm ND M 8.90

10 550 mm ND M 10.60

11 600 mm ND M 12.50

12 650 mm ND M 14.40

13 700 mm ND M 15.60

14 750 mm ND M 17.50

15 800 mm ND M 19.40

21.30 16 850 mm ND M


F TRENCH EXCAVATION

Item No.


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

7.50

2 Ditto 1.00 m - 1.50 m deep M3 8.90

3 Ditto 1.50 m - 2.00 m deep M3 9.90

4 Ditto 2.00 m - 2.50 m deep M3 12.50

5 Ditto 2.50 m - 3.00 m deep M3 18.80

279.80 6 Extra over trench excavation for excavation in rock M3


G PILING

Item No.


Precast Concrete Piles

1 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 36.50

2 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 33.40




6 Supply, handle & pitch 250mm x 250mm initial/ head pile 9.00m long. M 93.90

7 Supply, handle & pitch 250mm x 250mm initial/ head pile 12.00m long. M 89.30




11 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 165.70

12 Ditto 9.00m long. M 145.80

13 Ditto 12.00m long. M 136.50

14 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 158.20

15 Ditto 9.00m long. M 141.50

16 Ditto 12.00m long. M 133.20


18 Ditto 9.00m long. M 191.30

19 Ditto 12.00m long. M 178.20

20 Supply, handle and pitch 350mm x 350mm extension pile 6.00m long. M 207.90

21 Ditto 9.00m long. M 184.90

22 Ditto 12.00m long. M 173.40


24 Ditto 9.00m long. M 250.50

25 Ditto 12.00m long. M 233.30

272.90 26 Supply, handle and pitch 400mm x 400mm extension pile 6.00m long. M

G PILING...(CONT'D)


Item No.


Precast Concrete Piles (Cont'd)

27 Ditto 9.00m long. M 242.50

28 Ditto 12.00m long. M 227.50

29 Drive to set 200mm x 200mm pile. M 8.00

30 Ditto 250mm x 250mm pile. M 10.30




34 Drive to set 200mm x 200mm pile as raker piles. M 17.00





39 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

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

40 Ditto for jointing 250mm x 250mm R.C piles. NO 152.60




44 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 15.90

22.60 45 Ditto 200mm x 200mm ditto. NO

46 Ditto 250mm x 250mm ditto. NO 28.30




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

135.60

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.

Tonne

G PILING...(CONT'D)


Item

No. Description Unit Rate (RM)

Precast Concrete Spun Piles

51 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 85.60

52 Ditto 9.00m long. M 74.10

53 Ditto 12.00m long. M 68.80

54 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 78.00

55 Ditto 9.00m long. M 69.00

56 Ditto 12.00m long. M 65.00

57 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 109.80

58 Ditto 9.00m long. M 96.20

59 Ditto 12.00m long. M 89.30


61 Ditto 9.00m long. M 89.80

62 Ditto 12.00m long. M 84.50


64 Ditto 9.00m long. M 124.80

65 Ditto 12.00m long. M 115.20


67 Ditto 9.00m long. M 117.00

68 Ditto 12.00m long. M 109.10


70 Ditto 9.00m long. M 160.10

71 Ditto 12.00m long. M 148.70


73 Ditto 9.00m long. M 150.80

74 Ditto 12.00m long. M 141.70


177.10 76 Ditto 9.00m long. M

G PILING...(CONT'D)


Item No.


Precast Concrete Spun Piles (Cont'd)

77 Ditto 12.00m long. M 164.10


79 Ditto 9.00m long. M 166.40

80 Ditto 12.00m long. M 155.90


82 Ditto 9.00m long. M 301.10

83 Ditto 12.00m long. M 282.40


85 Ditto 9.00m long. M 285.90

86 Ditto 12.00m long. M 270.30

87 Drive 250mm diameter pile. M 18.10

88 Ditto 300mm ditto. M 20.40





93 Drive 250mm diameter pile as raker pile. M 23.50






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

113.00

135.60

169.50

250mm diameter Spun piles). NO

100 Ditto 300mm diameter Spun piles. NO

101 Ditto 350mm diameter Spun piles. NO

G PILING...(CONT'D)


Item No.


Precast Concrete Spun Piles (Cont'd)

102 Ditto 400mm diameter Spun piles. NO 203.40



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

roughen the inner surface to detail. NO 33.90

106 Ditto 300mm diameter ditto. NO 39.60





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

detail. KG 4.60

112 Ditto 16mm diameter ditto. KG 4.50

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

NO 43.00

114 Ditto 300mm diameter piles. NO 50.90





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

M3

338.90

120 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 135.60


H MISCELLANEOUS WORK

Item No.


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

Valve - 200 & 225mm NO 83.10

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

Valve - 200 & 225mm NO 77.20

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

Valve - 200 & 225mm NO 94.90

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

Valve - up to 175mm NO 71.30

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 77.20

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

Sluice Valve Hydrant NO 89.00

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

Screwdown Hydrant NO 77.20

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

Screwdown Hydrant NO 83.10

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

Double Air Valve NO 83.10

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

Double Air Valve NO 94.90

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

Air Valve NO 65.30

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

Air Valve NO 77.20

15 Concrete Marker Post NO 83.10

Sor Water 2014

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Transcript of Sor Water 2014