Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 38,695Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Plan Schemes 2023-24 Sustainability Support To Community Managed Water Supply Schemes Meenja Gp
Description
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Contact
Tender Id
2024_KRWSA_641927_1Bid Award Id
ViewTender No
18/KRWSA/KNR/SUS/MEENJA/23-24Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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.
120
-
-
100.9.12 : 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).
180 mm nominal outer dia pipes.
30
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
120
-
-
100.98.228 : Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 180mm Dia.
30
-
-
distribution
-
-
-
100.98.191 : Supply of PE Pipe, PE100, PN16, 50mm dia, conforming to IS 4984/2016
70
-
-
100.98.237 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
30
-
-
100.1.13 : "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 : Hard Rock(Blasting Prohibited) (Ref. Item No. 2.13.3 0f DSR)
21
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-
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.
70
-
-
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.
30
-
-
pump set and accessories
-
-
-
od121774/2023_2024 : Supplying and erection of best quality ISI market brand –open well submersible Three phase driven motor pumpset working at 360 voltage (IS 8034) with bronze impeller and stainless steel shaft having minimum of 5000 lph discharge against 80 m head with suitable ISI marked accessories such as starter(best quality ISI marked fully automatic electronic star delta ),main switch, fuse, capacitor, ELCB ,adequate length of best quality suitable size flat submersible cable, reflux valve, sluice valve, pressure gauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter ,voltmeter, selector switch, flickering lamps dry running preventer cum no voltage wire, HDPE PE 10 PN 100 pipes of suitable size and length , conveying and erecting the motor pumpset and panel board and giving all connections earthing etc as per the KSEB/EI rules and regulations .Trial run should be given for 7 days . Any documentation required for proper electric connection shall be arranged by the contractor at their own cost etc.. complete as per the directions of engineer in charge of the work
7.5
-
-
pump house
-
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-
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
50
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-
13.71 : Lettering with black Japan pint of approved brand and manufacture
500
-
-
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
51.35
-
-
THALAKALA WSS
-
-
-
bore well
-
-
-
od124840/2023_2024 : Drilling Bore Well of size suitable to accommodate well pipe suitable for the size below GL having an average overburden of 10-15 m in all classes of soil and rock including all hire charges and storing of soil and rock samples at various depths, conveying and lowering the casing pipes and jointing, grouting with cement including cost of cement, complete. 150mm<br>
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.
120
-
-
100.9.12 : 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).
180 mm nominal outer dia pipes.
30
-
-
100.98.152 : Supply of PE Pipe, PE100, PN10, 63mm dia, conforming to IS 4984/2016.
120
-
-
100.98.228 : Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 180mm Dia.
30
-
-
distribution
-
-
-
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)
75.6
-
-
100.9.1 : 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).
20 mm nominal outer dia pipes.
120
-
-
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.
110
-
-
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.
60
-
-
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.
25
-
-
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.
15
-
-
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.
25
-
-
100.98.229 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 20mm.
120
-
-
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
110
-
-
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
60
-
-
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
25
-
-
100.98.235 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
15
-
-
100.98.237 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
25
-
-
pump set and accessories
-
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-
od124839/2023_2024 : Supplying and Installation of best quality submerssible pumpset and accessories with ISI mark (IS 14220) as per duty conditions.
5
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-
Chadipadavu
-
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New bore well
-
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-
od158967/2023_2024 : Drilling Bore well of suitable size to accomodate well casing pipe of internal Dia not less than 150mm for various strata upto 150 m below the ground level having an average 40 m over burden in all classes of soil and rock inclusive of hire charges for machineries and other accessories and stores putting up temperory shed and storing equipments,cost of fuel,oil and other incidental items to complete the work but excluding the cost of casing pipe
150
-
-
od159092/2023_2024 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 180mm Dia.
30
-
-
100.9.12 : 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).
180 mm nominal outer dia pipes.
30
-
-
od159093/2023_2024 : Supplying and installation of submersible pump set of suitable discharge at specific head including all accessories ,Erection of pump installed with proper switch board wiring as per IE rules & KSEB standards and completion of all the works including Main board fixing, wiring, earthing etc and trial run Submersible pumpset Upto 10HP
3
-
-
100.98.171 : Supply of PE Pipe, PE100, PN12.5, 50mm dia, conforming to IS 4984/2016.
250
-
-
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)
13.5
-
-
100.1.5 : 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 :"
Ordinary Rock. (Ref. Item No. 2.13.1 of DSR)
6.75
-
-
100.2.7 : "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 :
Medium Rock (blasting prohibited)
New Data derived from DAR
6.75
-
-
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.
250
-
-
Majibail Kodde WSS
-
-
-
New Bore well
-
-
-
od157560/2023_2024 : Drilling Bore well of suitable size to accomodate well casing pipe of internal Dia not less than 150mm for various strata upto 150 m below the ground level having an average 40 m over burden in all classes of soil and rock inclusive of hire charges for machineries and other accessories and stores putting up temperory shed and storing equipments,cost of fuel,oil and other incidental items to complete the work but excluding the cost of casing pipe
150
-
-
od157561/2023_2024 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 180mm Dia.
30
-
-
100.9.12 : 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).
180 mm nominal outer dia pipes.
30
-
-
Durgipalla Gudde WSS
-
-
-
New Pump set
-
-
-
od159350/2023_2024 : Supplying and installation of submersible pump set of suitable discharge at specific head including all accessories ,Erection of pump installed with proper switch board wiring as per IE rules & KSEB standards and completion of all the works including Main board fixing, wiring, earthing etc and trial run. Submersible pump set upto 10HP
7.5
-
-
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)
32.4
-
-
100.1.5 : 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 :"
Ordinary Rock. (Ref. Item No. 2.13.1 of DSR)
21.6
-
-
100.98.237 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
200
-
-
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.
200
-
-
100.47.1.1 : Leak rectification work in 32 mm PVC (Class 2 to 6) pipe line including detecting and locating leak, earth work excavation in all kinds of soil for for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipe line with out causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe in to the trenches,placing in position aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or or any available joint and testing the pipe line by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards,lighting,watching, ribbon fencing, traffic controlling etc.complete as per the direction of Departmental officers including the cost of pipe and PVC specials; PVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.
4
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-
100.47.1.3 : Leak rectification work in 50 mm PVC (Class 2 to 6) pipe line including detecting and locating leak, earth work excavation in all kinds of soil for for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipe line with out causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe in to the trenches,placing in position aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or or any available joint and testing the pipe line by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards,lighting,watching, ribbon fencing, traffic controlling etc.complete as per the direction of Departmental officers including the cost of pipe and PVC specials; PVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.
4
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-
100.47.1.4 : Leak rectification work in 63 mm PVC (Class 2 to 6) pipe line including detecting and locating leak, earth work excavation in all kinds of soil for for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipe line with out causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe in to the trenches,placing in position aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or or any available joint and testing the pipe line by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards,lighting,watching, ribbon fencing, traffic controlling etc.complete as per the direction of Departmental officers including the cost of pipe and PVC specials; PVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.
4
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