Kerala Rural Water Supply And Sanitation Agency Tender

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Kerala Rural Water Supply And Sanitation Agency - KRWSA Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Jun 2024
Closing DateCancelled
Tender Amount₹ 3,26,024 
Notes
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Costs

Summary

Conversion Of 6 Nos Of Open Well Into And Sustainable Drinking Water Source In Bisonvalley Mankulam And Vannappuram Gp Under Package 2 In Idk Dist

Description

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BOQ Items

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Providing screening layer in open well construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge

1.7

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Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2

10

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Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

9

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Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.

2

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Engaging Coolie

9

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Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

31.15

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Providing and fixing pre cast RCC rings inside the recharge pit of approved quality and Circular Covering slab at the top- 5 Rings of 30 cm height or the nearest available size and Circular Covering slab including cost of labour and installation

1

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Providing Plastic net of approved quality and suitable size for covering the source

1

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APPENDIX 2-THEKKINKANAM PUBLIC WELL

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Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

2.36

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12 mm cement plaster of mix: 1:6 (1 cement : 6 fine sand).

68.65

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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)

1.02

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Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

8

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White washing with lime to give an even shade: New work (three or more coats)

35.42

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Engaging Coolie

5

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Providing Plastic net of suitable size and approved quality for covering the well

1

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APPENDIX 3- GRAMA PANCHAYATH PUBLIC WELL

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil

2.26

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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)

1.88

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Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

3.02

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12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)

12.56

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White washing with lime to give an even shade: New work (three or more coats)

19.63

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Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

5

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Engaging Coolie

5

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APPENDIX 4- THALUMKANDAM PUBLIC WELL

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil

3.06

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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)

2.7

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more

50

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Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

3.32

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12 mm cement plaster of mix: 1:6 (1 cement : 6 fine sand).

18.84

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White washing with lime to give an even shade: New work (three or more coats)

18.84

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Engaging Coolie

5

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APPENDIX 5- NAVAJEEVAN WSS WELL

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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

33.44

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Providing screening layer in open well construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge

26.75

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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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

0.6

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APPENDIX 6- VELLILAMTHODI PUBLIC WELL

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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 soi

1.81

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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)

0.16

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Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

1.2

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Providing screening layer in recharge pit construction in accordance with IS: 4097, including providing gravel fine /medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge.Delete Add Specification Below

1.81

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Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.

3

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2

35

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Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall

30

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Supplying and fixing of gutter pipe 160 mm UPVC Rainwater gutter-20 m @ Rs555.75/m as per actual requirement, all complete as per direction of Engineer- in- charge

1

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Providing and fixing precast reinforced cement concrete rings of approved quality of 4 feet dia 5 nos and covering slab of approved quality inside the recharge pit in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge

1

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