Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date16 Dec 2021
Closing Date24 Dec 2021
Tender Amount₹ 4,14,032 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR)

475

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579.85

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Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

190

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28.82

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Engaging Coolie

18

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917.26

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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 75 mm nominal outer dia pipes.

950

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90.86

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Interconnecting the existing 110/90/75 mm PVC line with the newly laid 110/90/75 mm PVC pipe by cutting the existing 110/90/75 mm PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smothering of cut ends, inserting suitable specials such as Tee/Saddle clamp /any other type supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure, including necessary earth work excavation, cost of specials supplied by the contractor, labour charges , and hire for tools etc; complete. Interconnecting with newly laid 110/90/75 mm PVC Pipe

4

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1255.62

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Interconnecting the existing 200/180/160/140mm PVC line with the newly laid 110/90/75 mm PVC pipe by cutting the existing 200/180/160/140 PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smothering of cut ends, inserting suitable specials such as Tee/Saddle clamp /any other type supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure, including necessary earth work excavation, cost of specials supplied by the contractor, labour charges , and hire for tools etc; complete. Interconnecting with newly laid 110/90/75 mm PVC Pipe

2

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1971.46

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Part -II -Temporary Road Restoration

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-

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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

2

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8405.11

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Part III- Cost of Materials

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-

-

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Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 75mm Dia..

950

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144.6

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Supplying 75 mm PVC bend (6 Kg/cm2)

10

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108.43

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Supplying 75 mm PVC Endcap (6 Kg/cm2)

4

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46.52



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