Kerala Rural Water Supply And Sanitation Agency Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Costs
EMD
₹ 50,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KRWSA_689533_2Tender No
KRWSA/RPMU/IDKI/SUS/TEN/32/24Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
5.22.6 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
131
-
-
100.98.192 Supply of PE Pipe, PE100, PN16, 63mm dia, conforming to IS 4984/2016.
200
-
-
"Laying HDPE pipes (IS : 4984)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
-
-
100.98.191 Supply of PE Pipe, PE100, PN16, 50mm dia, conforming to IS 4984/2016
1800
-
-
"Laying HDPE pipes (IS : 4984)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.50 mm OD HDPE pipe"
1800
-
-
Water Quality Test Physical and chemical
1
-
-
APPENDIX 2- KOOVAPPALLY VALAKETTI WSS
-
-
-
100.54.3.2 Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 6.0m 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.
174
-
-
5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size
35.13
-
-
5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
231.13
-
-
5.22.6 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
610
-
-
10.2 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
229
-
-
51.20 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or asdesiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize
(5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding
the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
42
-
-
18.12.5 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
162
-
-
Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately)External work - 80 mm nominal dia
18
-
-
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 : 4 graded stone aggregate 20 mm nominal size)
0.27
-
-
18.48 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
-
-
18.12.3 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work25 mm dia nominal bore
36
-
-
13.1.1 12 mm cement plaster of mix 1:4(1 cement :4 fine sand )
70
-
-
13.48.1 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
70
-
-
13.71 Lettering with black Japan pint of approved brand and manufacture
550
-
-
18.12.8 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
60
-
-
100.98.458 Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
1
-
-
100.98.506 Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
1
-
-
Providing and fixing Water Meter, Indian Standard, Class B, Multijet, 15mm ( 1/2 inch ) including conveyance and fittting charges as per engineer in site.
54
-
-
Water quality physical AND CHEMICAL test
1
-
-
APPENDIX 3- EVERGREEN WSS
-
-
-
100.54.3.1
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m 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.
35.1
-
-
100.98.174
Supply of PE Pipe, PE100, PN12.5, 90mm dia, conforming to IS 4984/2016.
100
-
-
100.10.1 "Laying HDPE pipes (IS : 4984)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"
100
-
-
18.12.4 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work32 mm dia nominal bore
60
-
-
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 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach 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)
13.5
-
-
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 : 4 graded stone aggregate 20 mm nominal size)
0.32
-
-
APPENDIX 4- JALAMITHRA WSS
-
-
-
18.12.5
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work40 mm dia nominal bore
780
-
-
100.59.1
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
45
-
-
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 : 4 graded stone aggregate 20 mm
nominal size)
2.55
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
15.3
-
-
od301048/2023_2024
Providing and fixing G.I. pipes including conveyance and labour charge etc completebr80 mm dia
nominal bore
18
-
-
WATER QUALITY TEST - PHYSICAL AND CHEMICAL
1
-
-
APPENDIX 5-JAWAHAR WSS
-
-
-
100.54.3.1
Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m 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.
20
-
-
5.1.3
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:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size)
0.4
-
-
5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc
4.8
-
-
5.22.6
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
50
-
-
10.2
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.
80
-
-
51.20
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as
approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams
per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and
polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to
avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as
desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize
(5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding
the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
20
-
-
18.12.6
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work50 mm dia nominal bore
606
-
-
od301096/2023_2024
Engaging man coolie for various types of works
11
-
-
10.1
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all complete
144
-
-
5.1.3
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:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size)
0.17
-
-
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
2.8
-
-
WATER QUALITY TEST - PHYSICAL AND CHEMICAL
1
-
-
APPENDIX 2- SNEHATHEERAM WSS
-
-
-
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
60
-
-
13.48.1
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
60
-
-
13.71
Lettering with black Japan pint of approved brand and manufacture
1070
-
-
100.53.1
Washing OHSR/GLSR using brooms, brushes and bleaching powder by engaging coolies, scrubbing
twice, washing and cleaning using fresh water, including side wall, floor slab and columns, disposing the
the slurry / waste materilas away from the immediate premises and within the initial lead of 50m from the
periphery of the tank, without causing any damage to the exististing strucutre and installations, charges
including the operation of valves, conveyance and hire charges of tools and as per the direction of the
department officers etc. complete.
128
-
-
13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand)
64
-
-
13.48.1
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
128
-
-
WATER QUALITY TEST - PHYSICAL AND CHEMICAL
1
-
-
APPENDIX 1- POTHUMATTOM WSS
-
-
-
100.3.5.14 Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093
28.26
-
-
100.3.5.15 Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50 m including neat banking.
28.26
-
-
60.2.2
Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
6
-
-
60.2.7
BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever
necessary where pumping with engine and pump set not possible
4
-
-
18.12.6
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work50 mm dia nominal bore
108
-
-
WATER QUALITY TEST - PHYSICAL AND CHEMICAL
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements