Kerala Water Authority Tender

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Kerala Water Authority - KWA Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date9 Feb 2022
Closing Date16 Feb 2022
Tender Amount₹ 23,83,694 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

700

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99.36

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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

320

-

159.65

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Engaging man mazdoor for bailing out water from trenches

30

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917.28

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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."

170

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90.86

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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.

1170

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211.66

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Supplying ,conveying and laying 160mm HDPE pipe at canal crossing including trenchig river bed,incerting pipe in to the casing tube,alligning the pipe line,testing etc.. complete including all other incidental charges.

30

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840.26

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Supplying cement concrete casing tube (0.40m long), 1:2:4 mix, 200mm ID and 300mm OD

12

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398.94

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Interconnection of newly laid 160mm PVC(6 kg/cm2) pipe line with the existing 160 mm pvc PVC pipe pipe line by using160mm pvc (6kg/cm2) tee,160 mm CIR 2 sets including earthwork excavation in all classes of soil ,necessary protection work bailing out water ,back filling the trenches and controlling the valve , cost of all materials ,labor charges and conveyance etc complete as per the direction of departmental officers.

2

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6199.89

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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 II"

1

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1340.08

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Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.

1

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6734.3

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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

3

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184.41

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Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.

3

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1421.7

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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)

12.5

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8340.93

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Appendix B - Cost of materials - Supplying 90mm/160mm PVC pipe line.

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-

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Supply of PVC pipe 90mm (6kg/cm2) including specials as per relavent IS specification for the satisfactory completion of the work

170

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208.37

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Supply of PVC pipe 160mm (6kg/cm2) including specials as per relavent IS specification for the satisfactory completion of the work

1170

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640.25

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Appendix -C - Working charges KWSS to Muttar-Laying 90mm PVC pipe line from Chathanadu to Poonthuruthi in Ward no 3.

-

-

-

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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

251.2

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579.85

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Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

170

-

99.36

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Engaging man mazdoor for bailing out water from trenches

10

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917.28

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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."

500

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90.86

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Supplying conveying and laying 90mm HDPE line at canal crossing portion including trenching the river bed, labour for fixing casing tubes and all labour charges etc complete

20

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330.55

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Supplying 150mm dia casing tube,0.40m lonng,250mm OD (1:2:4 mix)

12

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240.66

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Providing flanged joint for 90mm HDPE pipe at canal crossing portion

2

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3326.34

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Inter connecting the newly laid 63mm -90mm pvc/hdpe line with the existing line using suitable specials such as Tee ,saddle etc..supplied by the contractor including all necessary earth work excavation.

1

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1760.35

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore

1

-

2725.02

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Appendix -D - Cost of materials - KWSS to Muttar- Supplying 90mm PVC pipe line

-

-

-

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Supply of PVC pipe 90mm (6kg/cm2) including specials as per relavent IS specification for the satisfactory completion of the work

500

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208.37

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Appendix -E - Working charges KWSS to Muttar-Laying 90mm PVC pipe line from Chakkuvarackal to Kurutathussery in Ward III.

-

-

-

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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

101.2

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579.85

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Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

100

-

99.36

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Engaging man mazdoor for bailing out water from trenches

4

-

917.28

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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."

200

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90.86

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conveying and laying 90mm hdpe line at canal crossing portion including trenching the river bed,providing casing tubes and all labour charges etc complete

20

-

330.55

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Supplying 150mm dia casing tube,0.40m lonng,250mm OD (1:2:4 mix)

12

-

240.66

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Providing flanged joint for 90mm HDPE pipe at canal crossing portion

2

-

3326.34

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Inter connecting the newly laid 63mm -90mm pvc/hdpe line with the existing line using suitable specials such as Tee ,saddle etc..supplied by the contractor including all necessary earth work excavation.

1

-

1760.35

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore

1

-

2725.02

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Appendix -F - Cost of materials- KWSS to Muttar-Supplying 90mm PVC pipe line

-

-

-

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Supply of PVC pipe 90mm (6kg/cm2) including specials as per relavent IS specification for the satisfactory completion of the work

200

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208.37



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