Kerala Rural Water Supply And Sanitation Agency Tender
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Kerala Rural Water Supply And Sanitation Agency - KRWSA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Jan 2023
Closing Date28 Jan 2023
Tender Amount₹ 40,60,661
Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KRWSA_551042_1Bid Award Id
ViewTender No
KRWSA/RPMU/IDKI/SUS/TEN/36/22Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
100.3.2.7
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat
banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
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
1200
-
-
... More
5.7
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)
6.64
-
-
... More
5.22A.6
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
665
-
-
... More
100.98.236
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
400
-
-
... More
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)
120
-
-
... More
100.9.8 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).
90 mm nominal outer dia pipes."
400
-
-
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Pump & Accessories
7.5
-
-
... More
APPENDIX B (ERANGALIL)
-
-
-
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100.3.2.5
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0 to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.6
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.5 to 9.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.7
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat
banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
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
1200
-
-
... More
5.7
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)
2.12
-
-
... More
5.22A.6
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
211
-
-
... More
100.98.236
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
450
-
-
... More
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)
135
-
-
... More
100.9.8 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).
90 mm nominal outer dia pipes."
450
-
-
... More
Pump & Accessories
15
-
-
... More
APPENDIX C (Pallivila BG)
-
-
-
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100.3.2.5
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0 to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.6
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.5 to 9.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.7
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat
banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
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
1200
-
-
... More
5.7
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)
6.64
-
-
... More
5.22A.6
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
665
-
-
... More
100.98.236
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
150
-
-
... More
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)
45
-
-
... More
100.9.8 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).
90 mm nominal outer dia pipes."
150
-
-
... More
Pump & Accessories
7.5
-
-
... More
APPENDIX B (Sreekrisna BG)
-
-
-
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100.3.2.5
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0 to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.6
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.5 to 9.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.7
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat
banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
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
1200
-
-
... More
5.7
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)
6.64
-
-
... More
5.22A.6
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
665
-
-
... More
100.98.236
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
450
-
-
... More
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)
135
-
-
... More
100.9.8 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).
90 mm nominal outer dia pipes."
450
-
-
... More
APPENDIX A (Nettathani BG)
-
-
-
... More
100.3.2.5
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0 to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.6
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.5 to 9.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
100.3.2.7
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat
banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
-
-
... More
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
1200
-
-
... More
5.7
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)
6.64
-
-
... More
5.22A.6
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
665
-
-
... More
100.98.236
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
400
-
-
... More
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)
120
-
-
... More
100.9.8 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).
90 mm nominal outer dia pipes."
400
-
-
... More
Pump & Accessories
7.5
-
-
... More
APPENDIX B (NARMADA)
-
-
-
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2.8.1
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
34.56
-
-
... More
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)
3.46
-
-
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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
23.37
-
-
... More
5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
67.73
-
-
... More
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
137.24
-
-
... More
5.22A.6
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
1510
-
-
... More
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
792
-
-
... More
13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
437.24
-
-
... More
13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
66
-
-
... More
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
160
-
-
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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
30
-
-
... More
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
-
-
... More
18.17.4
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
2
-
-
... More
18.17.6
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
4
-
-
... More
100.98.235
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
800
-
-
... More
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
240
-
-
... More
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.
800
-
-
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