New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date7 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 35,00,413 
Notes
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Costs

Description

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BOQ Items

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90 mm dia (NSI-1.1.01)

135

178

24030

... More
110 mm dia (NSI-1.1.02)

120

257

30840

... More
140 mm dia (NSI-1.1.03)

90

440

39645

... More
160 mm dia (NSI-1.1.04)

120

548

65784

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200 mm dia (NSI-1.1.05)

88

906

79728

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250 mm dia (NSI-1.1.06)

62.4

1409

87959.04

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Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe)

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-

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90 mm dia NSI-1.12.01

90

2027

182448

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110 mm dia NSI-1.12.02

80

2165

173256

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140 mm dia NSI-1.12.03

50

2662

133110

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160 mm dia NSI-1.12.04

60

2938

176286

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200 mm dia NSI-1.12.05

40

3977

159108

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250 mm dia NSI-1.12.06

26

5357

139300.2

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P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.)

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-

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90 mm dia PVC 6 Kg/Cm2 NSI-1.3.01

480

209

100368

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110 mm dia PVC 6 Kg/Cm2 NSI-1.3.02

360

298

107352

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140 mm dia PVC 6 Kg/Cm2 NSI-1.3.03

300

492

147870

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160 mm dia PVC 6 Kg/Cm2 NSI-1.3.04

240

611

146664

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200 mm dia PVC 6 Kg/Cm2 NSI-1.3.05

240

996

239064

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250 mm dia PVC 6 Kg/Cm2 NSI-1.3.06

120

1530

183624

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) AOR

1096.2

160

175918.18

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.8)

17.56

6781

119079.98

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (DSR Code No.-4.1.3)

17.56

7969

139936.87

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P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00)

3367.06

75

252866.21

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25)

2669.46

109

292946.54



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