Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 32,917Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KRWSA_574841_1Bid Award Id
ViewTender No
KRWSA/RPMU/IDKI/SUS/TEN/52/22Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://https://jalanidhi.kerala.gov.in/
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Documents
BOQ Items
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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) for footing
1.02
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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: 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size- footing, Column up to plinth beam, Plinth beam
4.71
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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)- Column, Supporting beam, Base slab, Shade, Side wall, Roof slab
18.25
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete Thermo - Mechanically Treated bars of grade Fe-500D or more
2066.31
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Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings
8.16
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Centering and shuttering including strutting, etc. and removal of form for:Columns
14.58
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Centering and shuttering including strutting, etc. and removal of form for: plinth beams, Brace beams, Supporting beams
14
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Centering and shuttering including strutting, etc. and removal of form for: base slab, walkway, Cover slab, Side wall
57.21
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
96.46
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White washing with lime to give an even shade: New work (three or more coats)
96.46
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Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm)
72.26
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Lettering with black Japan paint of approved brand and manufacture
545
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Supplying and fixing water level indicator
1
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Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016, .63mm dia., 10kg/cm2
240
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Supply of PVC Pipe, IS 4985: 2000 63 mm Dia., 10kg/cm2
14
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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 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
43.2
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"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 63mm dia., 10kg/cm2
240
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Laying PVC 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 including cost of specials). 63 mm Dia., 10kg/cm2
14
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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
200
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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.
12
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Supplying and fixing valves 63 mm dia
4
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Supplying and fixing valves 90 mm dia
1
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Supplying and fixing valves 63 mm dia
2
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Supplying and fixing valves 50 mm dia
2
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Appendix B (Ettaracolony)
-
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Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In cement mortar
37.5
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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
4.54
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
15.88
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DR PACKING inside foundation and basement- Dry stone packing for foundation and basement with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
10.37
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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)
1.25
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Centering and shuttering including strutting ,propping etc .and removal of form for belt
1.5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
93.75
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
35
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White washing with lime to give an even shade: New work (three or more coats)
22.5
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Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm)
22.5
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Lettering with black Japan pint of approved brand and manufacture
550
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Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016.,50 mm dia.
370
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Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016.,40 mm dia.
50
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Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016.,32 mm dia.
100
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Supply of PVC Pipe, IS 4985: 2000, 63 mm dia , 10 kg/cm2
15
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Supply of PVC Pipe, IS 4985: 2000,25 mm dia., 10kg/cm2
60
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Supply of PVC Pipe, IS 4985: 2000,20 mm dia., 10kg/cm2
50
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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 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
2.97
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"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings.50 mm dia., 10kg/cm2
370
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"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 40 mm dia., 10kg/cm2
50
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"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 32 mm dia., 10kg/cm2
100
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Laying PVC 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 including cost of specials). 63 mm dia., 10kg/cm2
15
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Laying PVC 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 including cost of specials). 25 mm dia., 10kg/cm2
60
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Laying PVC 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 including cost of specials). 20 mm dia., 10kg/cm2
50
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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
50
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for road concreting
3
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Supplying and fixing valves including all fittings and labour charge 2" dia GI
2
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Providing tap, water metre, with u-trap, fitting air valve, supply and fixing suitable ferrocement/synthetic fibre made PP/PE meter box of min size 300x200x150 mm, water metre valve, saddle piece etc complete as per the approved drawing including cost and conveyence of all materials
33
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