Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date23 Jan 2025
Closing Date10 Feb 2025
Tender AmountRefer Documents 
Notes
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Costs

Summary

Deposit-block Panchayath-replacing, Supplying And Laying 90mm Pvc Pipe (156m) And 63mm Pvc Pipe (48m) At Hihs School North Side Bylane In Mulavukad Panchayath (project No.s0017/25)-pipeline Work

Description

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BOQ Items

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15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

5.15

2045

10532.47

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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.

211.43

555

117457.82

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2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

179.6

152

27473.41

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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.

225.7

28

6326.37

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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

328.24

36

12121.9

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100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.

264

111

29515.2

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

156

230

35976.72

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100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.

5

440

2201.05

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100.9.6: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): 63 mm nominal outside diameter pipes.

264

87

22981.2

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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.

156

87

13579.8

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100.9.9: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): 110 mm nominal outside diameter pipes.

5

128

641.2

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OD135859/2024-2025:Supplying and fixing of PVC specials as directed.

1

1842

1842.65

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100.98.1008:Engaging Coolie.

4

878

3515.16

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OD135166/2024-2025:Interconnecting newly laid 90mm PVC pipe to the existing 150mm AC pipe by using 150x50mm MS Clamp, 63mm PVC adaptor, 63mm PVC pipe, 63mm PVC elbow, 90x63mm PVC reducer etc. complete. The rate includes cost of materials and working charges etc. complete.

1

4131

4131.89

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OD135168/2024-2025:Changing water supply/PH connections from the existing line to the newly laid line after plugging the existing connection and tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.

25

1268

31705.75

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16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.

0.48

3109

1489.29

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4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.47

7990

43701.96

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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.)

29.3

381

11180.59



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