Kerala Water Authority Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 7,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KWA_468596_1Bid Award Id
ViewTender No
T No.69/2021-22/SE/QTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
Tender Conditions and JJM special conditions
BOQ Items
... More
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
50
-
2083.58
... More
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
50
-
1286.57
... More
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
3000
-
28.36
... More
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
8872.05
-
302.53
... More
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
3084.02
-
422.64
... More
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.Hard rock (blasting prohibited
637.48
-
1218.67
... More
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.
11400
-
88.69
... More
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."
3307
-
88.69
... More
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.
1109
-
130.68
... More
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).
160 mm nominal outer dia pipes.
600
-
206.59
... More
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). 140 mm nominal outer dia pipes.
1868
-
171.43
... More
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.
655
-
247.34
... More
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). 200 mm nominal outer dia pipes.
339
-
291.06
... More
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 300 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.19 in DAR
100
-
209.01
... More
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 400 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.21 in DAR
100
-
333.47
... More
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 450 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.22 in DAR
100
-
392.11
... More
Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe
10
-
589.31
... More
Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:400 mm diameter pipe
10
-
1086.47
... More
Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:450 mm diameter pipe
10
-
1337.33
... More
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :
2
-
20499.98
... More
Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
5
-
21542.93
... More
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe
20
-
420.36
... More
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes
20
-
694.15
... More
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:450 mm dia pipes
20
-
799
... More
Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe
5
-
655.54
... More
Labour for cutting C.I. pipe with steel saw.400 mm diameter C.I. pipe
5
-
871.8
... More
Labour for cutting C.I. pipe with steel saw.450 mm diameter C.I. pipe
5
-
979.14
... More
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
34.48
-
218.05
... More
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)
2.87
-
6943.05
... More
Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
92.48
-
730.69
... More
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)
26.35
-
8141.14
... More
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
1628.08
-
100.15
... More
Supplying, conveying and fixing 560mm dia. CI Man hole cover with frame(Heavy duty) weighing not less than 208kg in position as per direction.
17
-
14743.05
... More
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.
5
-
2987.75
... More
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 Data derived from item no.18.59.1 of DAR
5
-
223.72
... More
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
5
-
1042.34
... More
"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"
Data derived from item no.18.31.2.1 of DAR
2
-
1007.8
... More
"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"
Observed Data derived from item no.18.31.of DAR
4
-
599.04
... More
"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"
Data derived from item no.18.31.1.1of DAR
4
-
903.23
... More
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"
Data derived from item no.18.31.3.1 of DAR
2
-
1223.3
... More
"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"
Data derived from item no.18.31.4.1 of DAR
1
-
1586.95
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 8kg/cm2, 75mm Dia.
5372
-
209.35
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 8kg/cm2, 90mm Dia.
1519
-
287.11
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
6028
-
233.14
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
1788
-
333.98
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
1109
-
503.46
... More
Supply of uPVCPipes and specials, IS 4985: 2000 , 10kg/cm2, 160mm Dia.
600
-
1056.06
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 8kg/cm2, 180mm Dia.
655
-
984.72
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
1868
-
811.64
... More
Supply of uPVC Pipes and specials, IS 4985: 2000 , 10kg/cm2, 200mm Dia.
339
-
1663
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.
2
-
5249.35
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
4
-
3131.05
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
4
-
4186.85
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
-
6770.65
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
1
-
11794
... More
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
100
-
579.43
... More
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
100
-
858.68
... More
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
100
-
677.85
... More
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
100
-
1039.02
... More
Additional Line Extension for ensuring complete coverage
-
-
-
... More
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
25600
-
302.53
... More
Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
6400
-
537.43
... More
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
44800
-
28.36
... More
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.
46000
-
48.49
... More
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.
10000
-
88.69
... More
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.
4000
-
88.69
... More
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."
4000
-
88.69
... More
Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads, and excluding cost of materials etc., and as per the directions of the department officers.
365
-
153.13
... More
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.
73
-
579.39
... More
Feasibility assessment,geotaging uptodation of GIS map in the provided soft copy of the base map. Actual number of Functional House hold tap connection(FHTC) will fully depend upon this feasibility study. The house hold tap connection must be functional while having minimum storage of water in the service reservoir. The hard copies ( 3 sets in appropriate color, in laminated sheets ) and soft copies in CD to be submitted after execution of this work ( The available GIS maps as it is & where it is condition will be provided for the contractor for uptodation of submitted of GIS map) as per direction of dept. officials. (Geo tagging)
73
-
20
... More
Interconnecting newly laid pipe line to the existing 90mm/80mm/75mm/63mm PVC/GI pipe line towards branch road including labour charges for necessary earthwork excavation and filling charges cost of specials etc complete as per the direction of departmental officers
40
-
1070.66
... More
Interconnecting newly laid pipe line to the existing 250mm/200mm/160mm/140mm/110mm PVCpipe line or450/400/350/300mm DI lines towards branch road including labour charges for necessary earthwork excavation and filling charges cost of specials etc complete as per the direction of departmental officers
20
-
4178.73
... More
Supply of uPVC Pipes and specials IS 4985: 2000 , 8kg/cm2, 50mm Dia.
46000
-
95.69
... More
Supply of uPVC Pipes and specials IS 4985: 2000 , 8kg/cm2, 63mm Dia.
10000
-
143.58
... More
Supply of uPVC Pipes and specials , IS 4985: 2000 , 8kg/cm2, 75mm Dia.
4000
-
209.35
... More
Supply of uPVC Pipes and specials IS 4985: 2000 , 10kg/cm2, 90mm Dia.
4000
-
333.98
... More
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
800
-
1039.02
... More
Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR
200
-
239.6
... More
"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"
Observed Data derived from item no.18.31.of DAR
4
-
599.04
... More
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 Observed Data derived from item no.18.59.of DAR
8
-
143.11
... More
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
8
-
966.75
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
4
-
3131.05
... More
Surveying with Electronic Total Station with single prism in normal terrain and normal traffic.
64
-
2299.33
... More
Supplying 100mm dia. GI medium pipes and specials as per DSR(E&M) rate.
200
-
1270.29
... More
Road restoration works
-
-
-
... More
Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
36
-
7584.65
... More
Restoring the road surfaces by providing and laying factory made cold bitumen-aggregate pot-hole rapair mix in twolayers of 25mm thick (total 50mm thick), by cleaning the surface with brooms etc. to remove dust/bebris/water etc, placing the premix, compacting properly with hand-rammer etc. complete, including traffic control, providing caution boards and as perdirection of Engineer-in-charge for road restoration works in pipeline leak sites.
60
-
2375.42
... More
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)
100
-
8141.14
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