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 Date20 Oct 2023
Closing Date27 Oct 2023
Tender Amount₹ 4,20,22,359
Costs
EMD
₹ 1,00,000Document Cost
₹ 7,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KRWSA_614989_1Bid Award Id
ViewTender No
62/JJM/KRWSA/MPM/OZR4/2023Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 160mm Dia.
245
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 140mm Dia.
130
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
171.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 110mm Dia.
121.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
150
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia
300
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 90mm Dia
355
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 75mm Dia..
300
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 75mm Dia.
250
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
307.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
817.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 63mm Dia.
2335
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
372.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
1685.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
2500
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
10783.5
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
13335
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 180mm Dia.
125
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10 kg/cm2, 90mm Dia
255
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 40mm Dia
2500
-
-
Supply of GI Pipe (Medium) 100 mm Dia
25
-
-
Supply of GI Pipe (Medium) 125 mm Dia
25
-
-
Conveying & Laying of pipes(DI&PVC Pipes)
-
-
-
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :
250 mm dia Ductile Iron Class K-9 Pipes
100
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
200 mm nominal outer dia pipes.
62
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
180 mm nominal outer dia pipes.
125
-
-
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 (including cost and fitting charges of specials of same class as that of pipe). 160 mm nominal outer dia pipes
245
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
140 mm nominal outer dia pipes.
301.5
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
110 mm nominal outer dia pipes.
271.5
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
90 mm nominal outer dia pipes."
910
-
-
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.
857.5
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
63 mm nominal outer dia pipe
3525
-
-
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
1685.5
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
40 mm nominal outer dia pipes
5000
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
32 mm nominal outer dia pipe
10783.5
-
-
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 (including cost and fitting charges of specials of same class as that of pipe).
25 mm nominal outer dia pipe
13335
-
-
Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
Upto 600 mm dia
9.9
-
-
Earth work excavation
-
-
-
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
4999.4
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 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 : 1.50m to 3.0m.
Ordinary Rock.
2499.7
-
-
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 consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Hard Rock(Blasting Prohibited)
3749.5
-
-
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 m2 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 soils as directed, within a lead of 50 m.
Medium Rock (blasting prohibited)
113.6
-
-
Supply of valves
-
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-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm
1
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm
1
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm
1
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm
2
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm
2
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm
2
-
-
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm
5
-
-
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm
5
-
-
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 50mm
2
-
-
Conveying and Laying of Valves
-
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 250 mm diameter. Class I"
1
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 200 mm diameter. Class I"
1
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 150 mm diameter. Class I"
1
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 125 mm diameter. Class I"
2
-
-
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I"
2
-
-
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 80 mm diameter. Class I"
2
-
-
Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 25 mm Single acting Air Valve
10
-
-
Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 40 mm Single acting Air Valve Observed
10
-
-
Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve
2
-
-
House Connections
-
-
-
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. brass ferrule, GM full way wheel valve, 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
2667
-
-
Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
2667
-
-
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.
2667
-
-
Supply and fixing of uPVC Pipe, IS 4985: 2000, 6kg/cm2 63 mm Dia as stand post in house connections with end cap
3467.1
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)-:for platform and anchor block
146
-
-
Construction of valve chamber
-
-
-
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
13.7
-
-
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.
Ordinary rock
24
-
-
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)
3.4
-
-
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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
5.2
-
-
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:
1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
20.2
-
-
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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 siz
6.9
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix:
1:4 ( 1 cement : 4 fine sand)
274.4
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Mild steel and Medium Tensile steel bars
2300
-
-
Centering and shuttering including strutting, etc. and removal of form for:
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
505.4
-
-
Road Restoration charge
-
-
-
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
39523.5
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) for GP road restoration
312.4
-
-
Laying of GI pipes
-
-
-
Conveying and fixing G.I. pipes (Medium) complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work.
100 mm dia nominal bore
25
-
-
Conveying and fixing G.I. pipes (Medium) complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work.
125 mm dia nominal bore
25
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
20 mm dia nominal bore
180
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
25 mm dia nominal bore
90
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
32 mm dia nominal bore
90
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
40 mm dia nominal bore
80
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
50 mm dia nominal bore
60
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
65 mm dia nominal bore
80
-
-
Providing and fixing G.I. pipes (Medium) complete with G.I fittings including trenching and refilling etc. External work
80 mm dia nominal bore
60
-
-
Survey and Design
-
-
-
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.
22
-
-
Surveying with Electronic Total Station with single prism in normal terrain and normal traffic.
46.8
-
-
Conducting field inspection, analyzing the survey results and other collected data collected during field inspection, designing the pipe line networks using the EPANET for providing hydraulically feasible FHTCs by engaging techanically qualifying experts including cost of all conveyance, hire and labour charges for computer software, printing charges etc complete.
46.8
-
-
Evaluation Notes How It Works ?
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