Kerala Water Authority Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KWA_702304_1Tender No
Re T No.152/2024-25/SE/QTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
Tender Conditions and JJM special conditions
BOQ Items
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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)
90
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16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
360
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16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
360
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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.
1937.14
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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.
681.71
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100.2.3: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 Medium Rock Requiring Blasting.
613.54
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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.
68.17
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
2000
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100.8.2: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.
500
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2.16.1: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
1250
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
596.8
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100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes.
3135
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100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes.
1650
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18.70.2: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:150 mm dia pipes
600
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18.70.3: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
360
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18.83.4:Labour for cutting C.I. pipe with steel saw.150 mm diameter C.I. pipe
60
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18.83.5:Labour for cutting C.I. pipe with steel saw.200 mm diameter C.I. pipe
50
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-
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18.73.2:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged
60
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-
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18.73.3:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged
42
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100.35.3: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
1710
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-
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100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA
3195
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-
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100.31.2.1: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 II.
5
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-
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100.31.2.4: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): 150mm diameter, Class II.
2
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-
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100.31.2.5: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): 200mm diameter, Class II.
2
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-
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100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve.
5
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-
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OD219655/2023-2024:Fabricating MS pipes of size 150 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 10 mm thick MS plates.
60
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-
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OD219778/2023-2024:Fabricating MS flanges of diameter 150 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete : For pipes fabricated with 10 mm thick MS plates.
30
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-
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OD219869/2023-2024:Conveying and laying 150 mm dia MS pipe (ID) and specials through casing pipe in line and level, jointing the pipe by welding work, making water tight joint including conveyance charges, all labour charges, hire charges of tools but excluding cutting, grinding and welding charges etc. complete as per the direction of engineer in charge.
60
-
-
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100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
30
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-
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100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
45
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-
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100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
45
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-
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OD219779/2023-2024:Fabricating MS pipes of size 200 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 10 mm thick MS plates.
30
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-
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OD219777/2023-2024:Fabricating MS flanges of diameter 200 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete : For pipes fabricated with 10 mm thick MS plates.
10
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-
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OD219868/2023-2024:Conveying and laying 200 mm dia MS pipe (ID) and specials through casing pipe in line and level, jointing the pipe by welding work, making water tight joint including conveyance charges, all labour charges, hire charges of tools but excluding cutting, grinding and welding charges etc. complete as per the direction of engineer in charge.
30
-
-
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100.37.7.3:Cutting 200mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
15
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-
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100.37.7.4:Welding 200mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
30
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-
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100.37.7.5:Grinding cut and weld edges of 200mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
30
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-
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OD215563/2023-2024:Interconnecting the newly laid 150 mm DI K9 DI /MS pipe line with newly laid / existing 150 mm DI K9 /MS pipe line using using required specials after excavating the end points of both pipes, cutting both ends of pipe, grinding the cut end and smoothening the edges, jointing the pipes using suitable specials and making the joint water tight, testing the joint including cost of specials, all labour and hire charges of tools, all conveyance charges but excluding cost of pipe bit etc complete as per the direction of engineer in charge.
8
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OD215562/2023-2024:Interconnecting the newly laid 200 mm DI K9 DI /MS pipe line with newly laid / existing 200 mm DI K9 /MS pipe line using using required specials after excavating the end points of both pipes, cutting both ends of pipe, grinding the cut end and smoothening the edges, jointing the pipes using suitable specials and making the joint water tight, testing the joint including cost of specials, all labour and hire charges of tools, all conveyance charges but excluding cost of pipe bit etc complete as per the direction of engineer in charge.
2
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OD219857/2023-2024:Interconnecting the newly laid 200 mm DI K9 pipe with newly laid 500 mm MS pipe /500 mm CI D/F sluice valve by MS fabrication work and making the joint water tight including cost and conveyance of all specials, all labour charges, hire charges of tools etc complete as per the direction of engineer in charge.
2
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APPENDIX B :- COST OF MATERIALS.
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100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.
3135
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100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.
1650
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18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
35.87
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18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
15.02
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100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
2
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
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100.98.481:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm.
5
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-
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100.98.454:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 80mm.
5
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APPENDIX C :- LAYING PIPE LINE BY PUSH THROUGH METHORD.
-
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OD219660/2023-2024:Fabricating MS pipes of size 1000 mm (ID) using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 16 mm thick MS plates.
90
-
-
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OD219662/2023-2024:Laying casing pipe of size 1000 mm (ID) MS Pipe of suitable thickness (not less than 16 mm) across the railway line at KM 739/100-200 in between Kottarakkara - Ezhukone Station with clearance as specified by railway authorities by push through technique including all hire charges of machinery, labour, fuel, erection of the machinery, transportation dismantling after completion of work erecting well point dewatering system for the entire working period, digging of pushing and receiving pits, providing thrust wall, carrying out excavation in any soil condition including cutting of hard strata if any in the alignment as required for adopting push through pipe laying including necessary shoring etc. complete and reforming ground after completion of work as per the direction and guide lines of Railway authorities and engineer in charge.
90
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-
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OD219659/2023-2024:Fabricating MS pipes of size 600 mm (ID) using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 16 mm thick MS plates.
60
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-
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OD219661/2023-2024:Laying casing pipe of size 600 mm (ID) MS Pipe of suitable thickness (not less than 16 mm) across the NH 744 in between Kollam-Kottarakkara with clearance as specified by NH authorities by push through technique including all hire charges of machinery, labour, fuel, erection of the machinery, transportation dismantling after completion of work erecting well point dewatering system for the entire working period, digging of pushing and receiving pits, providing thrust wall, carrying out excavation in any soil condition including cutting of hard strata if any in the alignment as required for adopting push through pipe laying including necessary shoring etc. complete and reforming ground after completion of work as per the direction and guide lines of NH authorities and engineer in charge.
60
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-
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OD219658/2023-2024:Fabricating MS pipes of size 150 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 10 mm thick MS plates.
150
-
-
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OD219657/2023-2024:Fabricating MS pipes of size 200 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 10 mm thick MS plates.
30
-
-
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OD219679/2023-2024:Fabricating MS pipes of size 500 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete: For pipes fabricated with 10mm thick MS plates.
60
-
-
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100.8.2: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.
360
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-
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100.6.S.6:Driving down the sheet pile and shoring.
162
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100.6.S.7:Dismantling the sheet pile after use, cleaning and stacking properly (50% of Driving down the sheet pile and shoring)
162
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OD219761/2023-2024:Conveying and laying 150 mm dia MS pipe (ID) and specials through casing pipe in line and level, jointing the pipe by welding work, making water tight joint including conveyance charges, all labour charges, hire charges of tools but excluding cutting, grinding and welding charges etc. complete as per the direction of engineer in charge.
150
-
-
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OD219763/2023-2024:Fabricating MS flanges of diameter 150 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete : For pipes fabricated with 10 mm thick MS plates.
30
-
-
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100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
36
-
-
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100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
60
-
-
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100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
60
-
-
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OD219760/2023-2024:Conveying and laying 200 mm dia MS pipe (ID) and specials through casing pipe in line and level, jointing the pipe by welding work, making water tight joint including conveyance charges, all labour charges, hire charges of tools but excluding cutting, grinding and welding charges etc. complete as per the direction of engineer in charge.
30
-
-
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OD219762/2023-2024:Fabricating MS flanges of diameter 200 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc complete : For pipes fabricated with 10 mm thick MS plates.
10
-
-
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100.37.7.3:Cutting 200mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
-
-
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100.37.7.4:Welding 200mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.7.5:Grinding cut and weld edges of 200mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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OD219759/2023-2024:Conveying and laying 500 mm dia MS pipe (ID) and specials through casing pipe in line and level, jointing the pipe by welding work, making water tight joint including conveyance charges, all labour charges, hire charges of tools but excluding cutting, grinding and welding charges etc. complete as per the direction of engineer in charge.
60
-
-
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100.37.13.2:Fabricating M.S. flanges of diameter 500mm using 16mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
10
-
-
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100.37.13.3:Cutting 500mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.13.4:Welding 500mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.13.5:Grinding cut and weld edges of 500mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.
5
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-
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100.98.485:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 200mm.
1
-
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100.98.491:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 500mm.
2
-
-
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100.31.2.4: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): 150mm diameter, Class II.
5
-
-
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100.31.2.5: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): 200mm diameter, Class II.
1
-
-
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100.31.2.11: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): 500mm diameter, Class II.
2
-
-
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100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA
150
-
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100.35.3: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
30
-
-
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100.35.9:Testing 500mm DI/CI pipeline with potable water to the required test pressure. 500 mm dia Observed Data derived from item no.1028 of PHED DATA
60
-
-
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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
90.85
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2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
36.34
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4.1.6: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 40 mm nominal size)
3.63
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5.2.2: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)
24.38
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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.
301.98
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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
2193.93
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OD219884/2023-2024:Cathodic Protection (SACP) for 300mm carrier pipe and 500mm casing pipe for considering a design life-Supply of pre- packed Magnesium Anode for SACP using sacrificial anode (Including cable)- Installation of pre-packed Magnesium Anodes by auguring to a depth of at least two meters. Termination and conducting of the anode tail cable to the nearby Test lead post-Supply and installation of Test lead c/w shunt and rheostat for monitoring and a lockable-hinged door suitable for use in corrosive environment with xylem sheet, weather proof type and a gasket will be provided in the door to maintain IP 55 rating
1
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OD219905/2023-2024:Cathodic Protection (SACP) for 150 mm MS carrier pipe and 600 mm MS casing pipe for considering a design life-Supply of pre- packed Magnesium Anode for SACP using sacrificial anode (Including cable)- Installation of pre-packed Magnesium Anodes by auguring to a depth of at least two meters. Termination and conducting of the anode tail cable to the nearby Test lead post-Supply and installation of Test lead c/w shunt and rheostat for monitoring and a lockable-hinged door suitable for use in corrosive environment with xylem sheet, weather proof type and a gasket will be provided in the door to maintain IP 55 rating etc complete as per the direction of engineer in charge.
2
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OD219906/2023-2024:Cathodic Protection (SACP) for 200 mm, 150 mm MS carrier pipe and 1000 mm MS casing pipe for considering a design life-Supply of pre- packed Magnesium Anode for SACP using sacrificial anode (Including cable)- Installation of pre-packed Magnesium Anodes by auguring to a depth of at least two meters. Termination and conducting of the anode tail cable to the nearby Test lead post-Supply and installation of Test lead c/w shunt and rheostat for monitoring and a lockable-hinged door suitable for use in corrosive environment with xylem sheet, weather proof type and a gasket will be provided in the door to maintain IP 55 rating etc complete as per the direction of engineer in charge.
1
-
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OD219943/2023-2024:Supplying and fixing CI with cover and frame for MANHOLE
6
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APPENDIX D :-PROVIDING VALVE CHAMBERS AND ANCHOR BLOCKS
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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
41.68
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2.9.1: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
14.88
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2.9.3: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)
2.98
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4.1.6: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 40 mm nominal size)
5.95
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
93.46
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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.
146.88
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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)
31.17
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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
2128
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OD216123/2023-2024:Supplying and fixing C.I MH cover and frame for manholes 560 mm diameter ( heavy duty) the weight to be not less than 208 Kg as per direction of engineer in charge.
9
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APPENDIX E :- RESTORATION OF PANCHAYAT ROAD.
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4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
150
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