Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date5 Jul 2024
Closing Date5 Aug 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

112.2

62331

555.54

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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

200

5606

28.03

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100.98.1008:Engaging Coolie.

8

7030

878.79

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100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.

264

22981

87.05

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OD211885/2023-2024:Interconnection of existing 150mm AC pipe x newly laid 90mm PVC pipe including charges of road cutting, earthwork excavation, bailing out w ater from the trenches, fencing etc. and all labour charges and cost of materials etc.

1

4537

4537.44

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OD211884/2023-2024:Interconnecting the existing 63mm branch connection to newly laid 90mm PVC pipe by using 63 mm Tee, 63 mm pvc pipe and 90x63mm reducer including earth work excavation, bailing out from trenches, cost of materials and labour charges etc.

1

1926

1926.64

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16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

26.8

79424

2963.59

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16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)

212.2

80973

381.59

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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.45

3819

8487.47

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Cost of materials

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-

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100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.

264

60883

230.62

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OD211887/2023-2024:Supplying 90mm PVC bend

3

435

145.19



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