Kerala Rural Water Supply And Sanitation Agency Tender
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Kerala Rural Water Supply And Sanitation Agency - KRWSA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 May 2025
Closing Soon20 May 2025
Tender Amount₹ 16,94,087
Costs
EMD
₹ 42,500Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Rectification Work Of 1 Wss Under Package-2 To Konni Gramapanchayathin Pathanamthitta District
Description
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Contact
Tender Id
2025_KRWSA_759620_2Tender No
KRWSA/IDKI/TEN/WSS/27/2025Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
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Documents
BOQ Items
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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 : 4 graded stone aggregate 20 mm nominal size)
0.9
8091
7281.945000000001
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.883
9199
54118.01115
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
1.08
11091
11978.6904
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Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
20.224
11636
235346.08127999998
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
2250
99
223965
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
7.04
339
2390.2208
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Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
27.841
874
24346.119270000003
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
66.12
657
43504.315200000005
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
36
826
29736.36
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
72
726
52286.4
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
200
318
63605.99999999999
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White washing with lime to give an even shade:New work (three or more coats)
200
34
6809.999999999999
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Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
200
276
55300
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Lettering with black Japan pint of approved brand and manufacture
550
5
3096.5
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Supplying 75mm HDPE PN 12.5
2000
219
439400
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Laying of Hdpe of 75mm including specials
2000
88
176280
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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 :
30
562
16874.4
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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
200
30
6164
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Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
-
7537
-
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Supplying and erecting of submerssible pump,panel board ,NRV etc
7.5
18315
137362.5
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Ladder
1
8000
8000
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