Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 43,700Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KRWSA_614517_8Bid Award Id
ViewTender No
KRWSA/RPMU/IDKI/SUS/TEN/06/23Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
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Documents
BOQ Items
Supply & Laying HDPE pipes of PE Pipe, PE100, PN10, 90mm 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.
90 mm OD HDPE pipe"
1550
-
-
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)
2.84
-
-
Appendix 2- Ameettupalli
-
-
-
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
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
10000
-
-
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
1.2
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.4
-
-
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)
1.2
-
-
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.
500
-
-
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/m2Delete
Add Specification Below
20.25
-
-
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)
57.75
-
-
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"
600
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
65 mm nominal bore
1
-
-
Providing and fixing gun metal non-return valve of approved quality (screwed end):
65 mm nominal bore
Horizontal
1
-
-
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)
1.82
-
-
Supply & Laying HDPE pipes of PE Pipe, PE100, PN8, 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"
200
-
-
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 7.5m by earth work excavation in or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers with breathing accessories, bailing out water using pumset of suitable capacity, lifting the excavated silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from the periphery of the well, including engaging coolies for scrapping the inner side of the well, without causing any damages to the existing structures and installations, including hire and conveyance of tools and plant and as per the directions of the department officers etc. complete.
9.82
-
-
Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
7.85
-
-
Centering and shuttering including strutting, etc. and removal of form for:
Well steining
81.64
-
-
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
300
-
-
Appendix 3- Moopanmala
-
-
-
Supplying & erection of a motor with ISI mark specification, including all accessories & panel board, as per duty conditions - Discharge 7,000 lph of water against a total head 140 m pumping main length (approximately) 2Km as per IE rules & KSEB standards and completion of all the works including trial run
1
-
-
Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
210
-
-
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