Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date27 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 5,97,258 
Notes
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Costs

Description

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BOQ Items

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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

4.8

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16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

191.3

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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.

186.12

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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.

116

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100.98.1008:Engaging Coolie.

6

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100.98.1009:Engaging Fitter ( grade 1).

3

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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.

7.46

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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

2.4

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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.

402

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OD295514/2023-2024:Interconnecting newly laid 63mm pvc pipe with existing 63mm pvc pipe using 63mm pvc Tee, suitable specials, etc. complete as per direction of department officers.

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OD295515/2023-2024:Interconnecting newly laid 63mm pvc pipe with existing 160mm pvc pipe by using 150x50mm MS saddle clamp, suitable specials etc. complete as per the direction of department officers.

5

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OD147703/2024-2025:Interconnecting newly laid 63mm PVC pipe with existing 315mm HDPE pipe by using 300x50mm MS saddle clamp, suitable specials etc. complete as per the direction of departmental officers

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OD295516/2023-2024:Shifting the public hydrants/ house connections with 3/4" UPVC/ASTM pipe and specials from the existing line to the newly laid pipes at different places as per the direction of department officer.

25

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15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

49.68

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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.

45.21

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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.)

191.3

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4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

10.41

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