Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,800Tender Fee
Refer Documents
Summary
Kiifb 2017-18 - Cwss To Karimba ,kongad And Mundur (part) Panchayaths In Palakkad District
Description
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Contact
Tender Id
2022_KWA_465187_1Bid Award Id
ViewTender No
02/2021-22/EE/WSP/PKDTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
General conditions of E Tendering Process
BOQ Items
... More
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.
2
-
5691.8
... More
APPENDIX - I B - WORKING CHARGES FOR LAYING CWPM FROM EDAKURISSI CANAL JN. TO EXISTING OHSR AT EDAKURISSI AND INTERLINKING WORKS - 200MM DI K9 PIPE - 440 Mtr
-
-
-
... More
Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:brBituminous road
100
-
87.33
... More
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)
283.36
-
552.07
... More
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)
85.01
-
801.76
... 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)
400
-
27.89
... More
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :
200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR
440
-
121.34
... More
Labour for cutting D.I. pipe with steel saw.br200 mm diameter D.I. pipe
25
-
428.06
... 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:200 mm dia pipes
100
-
257.17
... More
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :
8.04
-
19996.9
... More
Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA
440
-
39.67
... 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
3
-
1548.01
... 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): 80 mm Double acting Air Valve Data derived from item no.18.59.2 of DAR
2
-
218.23
... 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
3.38
-
295.1
... 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
10.13
-
524.25
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.13
-
7321.91
... More
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 aggregate 20 mm nominal size)
26.39
-
10886.18
... 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
1200
-
97.69
... More
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
113.8
-
333.24
... More
APPENDIX - II A - COST OF MATERIALS FOR SUPPLYING AND LAYING CWGM 200MM DI K9 PIPE FROM PARAKKAL OHSR TO EXISTING OHSR AT KALLADIKKODE AND INTERLINKING WORKS - 2310 Mtr
-
-
-
... More
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
2
-
11794
... More
Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 200mm.
2
-
17266.85
... More
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.
5
-
5691.8
... More
APPENDIX - II B - WORKING CHARGES FOR SUPPLYING AND LAYING CWGM 200MM DI K9 PIPE FROM PARAKKAL OHSR TO EXISTING OHSR AT KALLADIKKODE AND INTERLINKING WORKS - 2310 Mtr
-
-
-
... More
Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:brBituminous road
300
-
87.33
... More
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)
807.58
-
552.07
... More
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)
998.84
-
801.76
... More
"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)
318.78
-
1546.66
... 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)
2310
-
27.89
... More
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :
200 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.17 in DAR
2310
-
121.34
... More
Labour for cutting D.I. pipe with steel saw.br200 mm diameter D.I. pipe
15
-
428.06
... 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:200 mm dia pipes
450
-
257.17
... More
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :
10
-
19996.9
... More
Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA
2310
-
39.67
... 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
4
-
1548.01
... 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): 80 mm Double acting Air Valve Data derived from item no.18.59.2 of DAR
5
-
218.23
... 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
18.23
-
295.1
... 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
27.68
-
524.25
... 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.Hard rock (blasting prohibited)
27.68
-
1264.02
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
0.9
-
7321.91
... More
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 aggregate 20 mm nominal size)
41.27
-
10886.18
... 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
1260.48
-
97.69
... More
Centering and shuttering including strutting, etc. and removal of form for:
132.72
-
645.79
... More
NH CROSSING 2NOS:AT EDAKURUSSI AND PONNAMKODE COST OF MATERIALS
-
-
-
... More
Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.
40
-
6420.75
... More
WORKING CHARGES FOR NH CROSSING
-
-
-
... More
“Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:brBituminous road” with one coolie –one day for 1 sq.m
48
-
49.65
... More
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)
50.4
-
552.07
... More
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
-
801.76
... 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)
100
-
27.89
... 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
40
-
382.49
... 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
8
-
779.39
... More
Labor cutting for 450mm DI-K9 Pipe
4
-
708.8
... More
Testing 450mm DI/CI pipeline with potable water to the required test pressure. 450 mm dia Observed Data derived from item no.1027 of PHED DATA
40
-
93.82
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