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
₹ 2,500Tender 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_677190_1Tender No
5/KRWSA/KNR/SUS/ULKLII/23-24Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.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
Duly signed NIT, Preliminary Agreement, Contractors License, PAN, GSTIN, Experience Certificate etc.
BOQ Items
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
162.3
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
25
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
30
-
-
od57714/2024_2025 : Supply of uPVC Ppipe, IS 4985:2000,12.5 kg/cm2 , 110mm Dia
38
-
-
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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
110 mm nominal outer dia pipes.
38
-
-
15.44.2 : Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore
38
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
76
-
-
22.23.1 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm
95.36
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
1000
-
-
KODUVALLAM RESERVOIR
-
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
80
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
76
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
95.34
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
95.34
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
95.34
-
-
22.23.1 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm
96.16
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
800
-
-
PANNIMOOLA RESERVOIR
-
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
35
-
-
Supply and fixing fiber door for Koduvallam tank
1
-
-
Water quality
2
-
-
APPENDIX B: MANJALAMKADU , ULIKKAL GP
-
-
-
PUMPING MAIN SYSTEM
-
-
-
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
280
-
-
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 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)
58.5
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
280
-
-
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
8
-
-
RESERVOIR
-
-
-
22.23.2 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm.
21.6
-
-
13.37.1 : White washing with lime to give an even shade:New work (three or more coats)
28.14
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
28.14
-
-
PUMPHOUSE
-
-
-
13.37.1 : White washing with lime to give an even shade:New work (three or more coats)
28.59
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
28.59
-
-
Distribution system
-
-
-
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
50
-
-
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
150
-
-
100.9.3 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
32 mm nominal outer dia pipes.
50
-
-
100.9.4 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.
150
-
-
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 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)
36
-
-
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
1
-
-
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
1
-
-
Well Repairing
-
-
-
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.
14.43
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
1.19
-
-
100.7.1 : Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
89.52
-
-
50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
90
-
-
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
6
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
1800
-
-
Water level indicator
1
-
-
Water quality
1
-
-
Supply and erecting openwell submersible pumpset with 3010 lph discharge against 47m head
with all accessories for panal board
3
-
-
Panal board replacing damaged items in existing board
1
-
-
APPENDIX C : PACHIKUND WSS , ULIKKAL GP
-
-
-
WELL CLEANING
-
-
-
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
70
-
-
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.
4.81
-
-
13.88 : Removing white or colour wash by scrapping and sand papering and preparing
the surface smooth including necessary repairs to scratches etc. complete
24.19
-
-
PUMP HOUSE AND TANK RENNOVATION
-
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.44
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
89.64
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
89.64
-
-
22.24 : Providing and applying integral crystalline (dry shake) of hydrophilic in nature for
waterproofing treatment to the RCC structures like basement raft, foundation slab,
sewage & water treatment plant slab, warehouses floor, parking structures and water
tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the
manufacturer's specification over the lean concrete of above cited structures. The
material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing
permeability of concrete by more than 85%, compared control concrete as per DIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshake
shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall
be carried out all complete as per specification and the direction of the Engineer-incharge.
The product performance shall carry guarantee for 10 years against any leakage.
17.48
-
-
PUMPING MAIN
-
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
300
-
-
100.98.234 : Supply of uPVC Pipe , IS 4985: 2000 , 10kg/cm2, 63mm Dia. Including specials
6
-
-
100.98.235 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.including specials
5
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
300
-
-
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 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)
36.45
-
-
DISTRIBUTION SYSTEM
-
-
-
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 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)
135
-
-
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm. Including specials
300
-
-
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.Including specials
150
-
-
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.Including specials
90
-
-
100.98.151 : Supply of PE Pipe, PE100, PN10, 50mm dia, conforming to IS 4984/2016.
200
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
200
-
-
100.9.2 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm nominal outer dia pipes.
300
-
-
100.9.3 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
32 mm nominal outer dia pipes.
150
-
-
100.9.4 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.
90
-
-
100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.
200
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
200
-
-
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
1
-
-
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
1
-
-
18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
1
-
-
od58302/2024_2025 : Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC branch lines, up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz.Elbow, FTA, couplers, PVC Service saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards,traffic control etc complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm but excluding charges for cutting the concrete / tarred / bituminous roads etc and as per the direction of the departmental officers.<br>
15
-
-
100.60.12.3.1 : Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
15
-
-
100.98.211 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
16.5
-
-
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
0.43
-
-
Supply and erecting openwell submersible pump set with 1.04 lps discharge against 100m head
with all accessories for panal board (Before installation actual site requirement verified)
5
-
-
water quality
2
-
-
APPENDIX D : PATHINARAMPANTHAL WSS , ULIKKAL GP
-
-
-
OPEN WELL OF DIA 4M AND DEPTH 6M
-
-
-
2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
100
-
-
100.3.5.1 : Earthwork open well excavation (above 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 up to 1.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092
35.62
-
-
100.3.5.2 : Earthwork open well excavation (above 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 1.5m to 3.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092
35.62
-
-
100.3.5.13 : 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 3.0m to 4.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093
35.62
-
-
100.3.6.14 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock 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.1096
26.01
-
-
5.4 : Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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)
2.03
-
-
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
26.06
-
-
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)
2.87
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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).
1.86
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
14.26
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
13.88
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
21.19
-
-
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
439.01
-
-
100.7.1 : Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
525
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.82
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
14.51
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
14.51
-
-
PUMP HOUSE OVER THE WELL
-
-
-
50.6.1.5 : 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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
0.6
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
20.32
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
20.32
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
20.32
-
-
12.1.2 : 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.0.80 mm thick with zinc coating less than 275 gm/m2
6.96
-
-
50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
850
-
-
100.98.209 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 40mm Dia.
6
-
-
PUMPING MAIN
-
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
800
-
-
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 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)
120
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
815
-
-
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
11
-
-
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
15
-
-
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
1
-
-
CONSTRUCTION OF A OHSR 7500 LTR CAPACITY
-
-
-
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
10.8
-
-
4.1.8 : 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)
0.9
-
-
5.1.2 : 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
2.22
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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).
3.11
-
-
5.2.2 : 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)
3.39
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1.35
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
24.13
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
10.8
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
8.8
-
-
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
523.11
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
46.59
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
57.2
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
46.59
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
46.59
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
150
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
1000
-
-
100.98.233 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
4
-
-
100.98.235 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
5
-
-
WATER QUALITY TEST
2
-
-
HYDROGEOLOGICAL SURVEY
1
-
-
Supplying and fixing MS Door and concrete frame for door and ventilator frame
1
-
-
Supply and erecting openwell submersible pumpset with 1.39 lps discharge against 80m hrad
with all accessories for panal board (Actual head must be check before installation)
5
-
-
Water level indicator
1
-
-
APPENDIX E : ULIKKAL TOWN WSS , ULIKKALGP
-
-
-
Well deepening
-
-
-
100.3.4.14 : Earthwork open well excavation (in or under water) for wells of dia. above 2.5m and upto 3.50 m in ordinary rock in ordinary rock 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.1087
9.9
-
-
100.3.4.15 : Earthwork open well excavation (in or under water) for wells of dia. above 2.5m and upto 3.50 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1087
6.6
-
-
100.7.1 : Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
130.55
-
-
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
7.99
-
-
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)
0.42
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
2.4
-
-
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
29.47
-
-
12.1.2 : 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.0.80 mm thick with zinc coating less than 275 gm/m2
5
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
1000
-
-
PUMPING MAIN AND DISTRIBUTION
-
-
-
100.98.173 : Supply of PE Pipe, PE100, PN12.5, 75mm dia, conforming to IS 4984/2016.
250
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
1400
-
-
100.98.153 : Supply of PE Pipe, PE100, PN10, 75mm dia, conforming to IS 4984/2016.
150
-
-
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm. Including specials
150
-
-
100.98.151 : Supply of PE Pipe, PE100, PN10, 50mm dia, conforming to IS 4984/2016.
760
-
-
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia. Including specials
200
-
-
100.9.2 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm nominal outer dia pipes.
100
-
-
100.9.3 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
32 mm nominal outer dia pipes.
200
-
-
100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.
760
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
1400
-
-
100.9.7 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
75 mm nominal outer dia pipes.
400
-
-
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 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)
81
-
-
od56632/2024_2025 : Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter specials, Elbow, MTA, FTA, couplers and connecting pipe with the connecting pipe and service pipe ,fixing watermeter ,lighting watching providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
16
-
-
100.60.12.3.1 : Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
44
-
-
od56633/2024_2025 : Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.<br>
44
-
-
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.98
-
-
Repairing works in Reservoir
-
-
-
22.24 : Providing and applying integral crystalline (dry shake) of hydrophilic in nature for
waterproofing treatment to the RCC structures like basement raft, foundation slab,
sewage & water treatment plant slab, warehouses floor, parking structures and water
tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the
manufacturer's specification over the lean concrete of above cited structures. The
material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing
permeability of concrete by more than 85%, compared control concrete as per DIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshake
shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall
be carried out all complete as per specification and the direction of the Engineer-incharge.
The product performance shall carry guarantee for 10 years against any leakage.
23.83
-
-
od56630/2024_2025 : Supply and fixing weld mesh 50 mm x 50mm , 12 gauge.<br>
49.74
-
-
od56631/2024_2025 : Supply and fixing chicken mesh 12x 24 gauge <br>
49.74
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
49.74
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
76.32
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
76.32
-
-
Water Quality
1
-
-
Supply and erecting open well submersible pumpset with 1.85 lps discharge against 80meter head with all accessories for panal board ( actual head must be check before installation)
10
-
-
Water level indicator
1
-
-
Providing and fixing fibre door with frame for pump house
1
-
-
APPENDIX F : ZAM ZAM THOTTILPALAM WSS , ULIKKAL GP
-
-
-
DISTRIBUTION SYSTEM
-
-
-
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
120
-
-
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
205
-
-
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
110
-
-
100.98.233 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
180
-
-
100.98.132 : Supply of PE Pipe, PE100, PN8, 63mm dia, conforming to IS 4984/2016.
110
-
-
100.9.2 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm nominal outer dia pipes.
120
-
-
100.9.3 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
32 mm nominal outer dia pipes.
205
-
-
100.9.4 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.
110
-
-
100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.
180
-
-
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
63 mm nominal outer dia pipes.
110
-
-
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 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)
108
-
-
od193733/2023_2024 : Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC branch lines, up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz.Elbow, FTA, couplers, PVC Service saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards,traffic control etc complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm but excluding charges for cutting the concrete / tarred / bituminous roads etc and as per the direction of the departmental officers.<br>
10
-
-
100.60.12.3.1 : Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
10
-
-
100.98.211 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
24.2
-
-
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)
2.21
-
-
18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
1
-
-
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
1
-
-
RESERVOIR AND PUMP HOUSE RENNOVATION
-
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
27.04
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
59.29
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
59.29
-
-
13.71 : Lettering with black Japan pint of approved brand and manufacture
1800
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
30
-
-
Water quality
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements