Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 35,800Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KRWSA_614521_6Tender No
KRWSA/RPMU/IDKI/SUS/TEN/07/23Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
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Documents
BOQ Items
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 :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
175.5
-
-
Supply & Laying HDPE pipes of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016 on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings.
63 mm OD HDPE pipe"
1560
-
-
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)
2.67
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
7.56
-
-
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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.89
-
-
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
39.48
-
-
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)
4.62
-
-
Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete
13.92
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo - Mechanically Treated bars of grade Fe-500D or more
460
-
-
12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
144
-
-
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqmDelete
Add Specification Below
144
-
-
Appendix 2- Neruvammel
-
-
-
Supplying & erection of a motor with ISI mark specification, including all accessories & panel board, as per duty conditions - Discharge 9,000 lph of water against a total head 90 m pumping main length (approximately) 1 Km as per IE rules & KSEB standards and completion of all the works including trial run
1
-
-
Mobile operating system
1
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 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 :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
21.6
-
-
Supply & Laying HDPE pipes of PE Pipe, PE100, PN12.5, 63mm dia, conforming to IS 4984/2016 on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings.
63 mm OD HDPE pipe"
900
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soilDelete
Add Specification Below
1.53
-
-
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)
2.59
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo - Mechanically Treated bars of grade Fe-500D or more
55
-
-
Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
3.97
-
-
12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand)
3.97
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
40
-
-
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
0.63 mm thick with zinc coating not less than 275 gm/m2
3.06
-
-
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
1.8
-
-
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
3.97
-
-
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