Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Feb 2025
Closing Soon12 Feb 2025
Tender Amount₹ 10,49,031 
Notes
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Costs

Summary

Drought Mitigation And Emergency Work In State Plan

Description

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BOQ Items

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OD209781/2024-2025:Supply and erecting 24 Gauge 63mm dia uPVC submerssible column pipe. including cost of pipe and specials and all labour charges,hire charges of machineries ,etc. complete as per the direction of departmental officers

70

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OD208765/2024-2025:Supplying and fixing 6 sq mm three core flat submersible cable

130

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OD216162/2024-2025:Providing and fixing 50mm pvc casing pipe for cable ,including earth work,cost of materials and all labour charges.etc complete as per the direction of departmental officers.

35

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CONSTRUCTION OF PUMP HOUSE

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OD213191/2024-2025:Supply and instalation of prefabricated concrete cabin pump house of Inside size 1.8m x 1.5m and height 2m above basement with RCC roof gabled or flat. The cabin have one door frame, 2 nos of Ventilators with RCC grill including the supply and erection of RCC post and slab for fixing the panel board including the cost of materials and all labour charges. including transportation and erection charges etc. Complete as per the direction of departmental officers.

1

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13.37.1:White washing with lime to give an even shade:New work (three or more coats)

66.3

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11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

2.7

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10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

1.62

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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

1.62

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50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

1.08

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13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster

6

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LINKING BORE WELL WITH EXISTING PUMPING MAIN

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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.

277.2

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100.1.5: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 50 m, in Ordinary Rock.

69.3

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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.

100

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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

6

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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.

550

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100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.

12

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100.31.1.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class I.

2

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OD208768/2024-2025:Linking of existing line to new line, including all labour charges and charges for hire and conveyance of tools and plant, cost of consumable charges for lighting ,watching,ribbon fencing,caution boards,traffic diversion,as per the direction of departmental officers etc.

2

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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)

0.9

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OD214006/2024-2025:Providing and fixing Protection tube for Sluice/GM Valve size up to 150mm

2

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SUPPLY OF MATERIALS

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100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.

550

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OD208758/2024-2025:Supply of 100mm GI pipes, medium

12

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OD208756/2024-2025:Cost of PVC specials @ 3%of cost of PVC pipe used

550

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OD208757/2024-2025:Cost of GI Specials @ 5% of cost of GI pipe used

12

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100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

2

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KSEB Charges

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OD219634/2024-2025:Cost of KSEB Connection charges

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