Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Stateplan20222023carwssto Idukki Kanjikkuzhy Relaying Of 80mm 65mm 50mmgi Distribution Line At Vazhathoppue Lakshamkavala And Bhoomiyamkulam Lakshamkavla Maniyarankudy School City In Vazhathoppue Gp
Description
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Contact
Tender Id
2025_KWA_736755_1Tender No
50/2024-25/EE/PHDN/PNVTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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OD117462/2023-2024:Supply of 65mm GI pipe (M)
300
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OD117488/2023-2024:Supply of 65mm GI Flange with packing and nut & bolt
10
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-
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OD117540/2023-2024:Supply of 50mm GI Flange with packing and nut & bolt
10
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-
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OD117543/2023-2024:Supply of 80mm GI Flange
10
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-
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OD117549/2023-2024:Supply of 100mm x 80mm GI reducer
1
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-
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OD117563/2023-2024:Supply of 80mm x 65mm GI reducer
2
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-
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OD117578/2023-2024:Supply of 80 mm GI Tee
1
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-
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100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
1
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-
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OD117598/2023-2024:Supply of 90mm CIR Joint
2
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-
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OD117599/2023-2024:Supply of 15 mm GI pipe
420
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-
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100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
120
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-
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100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
120
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-
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100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
120
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-
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100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
120
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-
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OD95062/2024-2025:Supply of PVC Specials 110mm dia 12.5 kg/cm2 (3% of cost of pipe)
120
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-
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OD95063/2024-2025:Supply of PVC Specials 90mm dia 12.5 kg/cm2 (3% of cost of pipe)
120
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-
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OD95064/2024-2025:Supply of PVC Specials 75mm dia 12.5 kg/cm2 (3% of cost of pipe)
120
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-
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OD95065/2024-2025:Supply of PVC Specials 63mm dia 12.5 kg/cm2 (3% of cost of pipe)
120
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OD109794/2024-2025:Supply of GI Specials ( 50mm, 65mm, 80mm Dia pipes) medium
1
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Working Charges
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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 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
272.04
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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 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm 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, in Ordinary Rock.
57.6
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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 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited.
51.84
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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 pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.
120
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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 pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.
120
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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 pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
120
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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 pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.
120
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100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.
300
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100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore.
2868
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100.12.7:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 65mm diameter nominal bore.
300
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100.12.1:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 15mm diameter nominal bore.
420
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100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I.
1
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18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
5
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18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
2
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18.46.6:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):50 mm nominal bore
10
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-
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18.46.7:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):65 mm nominal bore
5
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-
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18.46.8:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):80 mm nominal bore
5
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-
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18.16.1:Providing and fixing brass stop cock of approved quality :15 mm nominal bore
80
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18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia
2
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OD120217/2023-2024:Welding work in GI pipe (medium) including cutting, grinding and welding and including labour and hire charges etc complete
1500
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OD120225/2023-2024:Altering the house connection to newly laid line with necessary length of GI pipe and GI specials, excluding earth work excavation etc complete as per the direction of Department officer
90
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15.2.1: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)
15
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-
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
24
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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)
4.56
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Construction of valve chamber (size 1.2x1.00)
-
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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
3.2
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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)
0.26
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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)
1.89
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
13.18
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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
96
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