| 1725272974000 | 0 | None | None | Other Works | Construction of Anaerobic and Aerobic leachate ponds at SWM site Windrow composting unit and E-Waste collection shed. | 1694150.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3902922 | 150426 | None | TMCHNP01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.
Page no 8 Item no 1.14.1 PWD SR 2023-24 Volume-1In all kinds of soils Depth upto 3 m Anaerobic Pond | Cum | 105.06 | 105.06 | 87.48 | False | None | None | False | None | False | 9190.6488 | 0 | | 3902923 | 150426 | None | TMCHNP02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.
Page no 8 Item no 1.14.1 PWD SR 2023-24 Volume-1 In all kinds of soils Depth upto 3 m Aerobic pond | Cum | 105.06 | 105.06 | 58.08 | False | None | None | False | None | False | 6101.8848 | 0 | | 3902924 | 150426 | None | TMCHNP03 | Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m Anaerobic pond Depth exceeding 1.5 m, but not exceeding 3 m
Page no 11 Item no 1.21.6 PWD SR 2023-24 Volume-1 | Cum | 1153.6 | 1153.6 | 87.48 | False | None | None | False | None | False | 100916.928 | 0 | | 3902925 | 150426 | None | TMCHNP04 | Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m Depth exceeding 3 m, but not exceeding 4.50 m, for anaerobic pond
Page no 11 Item no 1.21.7 PWD SR 2023-24 Volume-1 | Cum | 1231.88 | 1231.88 | 87.48 | False | None | None | False | None | False | 107764.8624 | 0 | | 3902926 | 150426 | None | TMCHNP05 | Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m Depth exceeding 1.5 m, but not exceeding 3 m. for anaerobic pond.
Page no 11 Item no 1.21.6 PWD SR 2023-24 Volume-1 | Cum | 1153.6 | 1153.6 | 23.33 | False | None | None | False | None | False | 26913.488 | 0 | | 3902927 | 150426 | None | TMCHNP06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Page no 7 Item no 1.9 PWD SR 2023-24 Volume-1. Anaerobic pond | Cum | 273.98 | 273.98 | 268.27 | False | None | None | False | None | False | 73500.6146 | 0 | | 3902928 | 150426 | None | TMCHNP07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Page no 7 Item no 1.9 PWD SR 2023-24 Volume-1 Aerobic pond | Cum | 273.98 | 273.98 | 30.98 | False | None | None | False | None | False | 8487.9004 | 0 | | 3902929 | 150426 | None | TMCHNP08 | Providing and laying in position Cement Concrete
for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all
lead & lifts, cost of all materials of quality, labour,
Usage charges of machinery, curing, and all the other
appurtenances required to complete the work as per
technical specifications. Mix 1:4:8 Using 40 mm and down size graded
crushed coarse aggregates.
Page no 58 Item no 2.1.2 PWD SR 2023-24 Volume-1 Anaerobic Pond | Cum | 5833.92 | 5833.92 | 5.83 | False | None | None | False | None | False | 34011.7536 | 0 | | 3902930 | 150426 | None | TMCHNP09 | Providing and laying in position Cement Concrete
for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all
lead & lifts, cost of all materials of quality, labour,
Usage charges of machinery, curing, and all the other
appurtenances required to complete the work as per
technical specifications. Mix 1:4:8 Using 40 mm and down size graded
crushed coarse aggregates.
Page no 58 Item no 2.1.2 PWD SR 2023-24 Volume-1 Aerobic pond | Cum | 5833.92 | 5833.92 | 3.87 | False | None | None | False | None | False | 22577.2704 | 0 | | 3902931 | 150426 | None | TMCHNP10 | For RCC grade slab:
Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size
graded crushed coarse aggregates
Page no 68 Item no 2.3.1 PWD SR 2023-24 Volume-1 Anaerobic Pond | Cum | 6512.69 | 6512.69 | 13.1 | False | None | None | False | None | False | 85316.239 | 0 | | 3902932 | 150426 | None | TMCHNP11 | For RCC grade slab:
Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size
graded crushed coarse aggregates
Page no 68 Item no 2.3.1 PWD SR 2023-24 Volume-1 Aerobic pond | Cum | 6512.69 | 6512.69 | 10.58 | False | None | None | False | None | False | 68904.2602 | 0 | | 3902933 | 150426 | None | TMCHNP12 | For RCC wall
Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size
graded crushed coarse aggregates
Page no 68 Item no 2.3.1 PWD SR 2023-24 Volume-1 Anaerobic pond | Cum | 6512.69 | 6512.69 | 41.95 | False | None | None | False | None | False | 273207.3455 | 0 | | 3902934 | 150426 | None | TMCHNP13 | For RCC wall
Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size
graded crushed coarse aggregates
Page no 68 Item no 2.3.1 PWD SR 2023-24 Volume-1 Aerobic Pond | Cum | 6512.69 | 6512.69 | 12.67 | False | None | None | False | None | False | 82515.7823 | 0 | | 3902935 | 150426 | None | TMCHNP14 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
Page no 18 Item no 2.11.h PWD SR 2023-24 Anaerobic Pond | Tonne | 81381.33 | 81381.33 | 4.25 | False | None | None | False | None | False | 345870.6525 | 0 | | 3902936 | 150426 | None | TMCHNP15 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
Page no 18 Item no 2.11.h PWD SR 2023-24 Volume-1 Aerobic pond | Tonne | 81381.33 | 81381.33 | 2.24 | False | None | None | False | None | False | 182294.1792 | 0 | | 3902937 | 150426 | None | TMCHNP16 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page no 41 Item no 8.4.1 PWD SR 2023-24 Volume-2 Anaerobic Pond | Cum | 332.69 | 332.69 | 151.2 | False | None | None | False | None | False | 50302.728 | 0 | | 3902938 | 150426 | None | TMCHNP17 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Page no 41 Item no 8.4.1 PWD SR 2023-24 Volume-2 Aerobic Pond | Cum | 332.69 | 332.69 | 57.6 | False | None | None | False | None | False | 19162.944 | 0 | | 3902939 | 150426 | None | TMCHNP18 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000; 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete.
3.00 HP - 155 LPM @ 42 m = 7 STG Outlet Dia - 2.00"
Page no 151 Item no 13.11.2 BWSSB SR 2023-24 Volume-5 Anaerobic leachate pond | Each | 24334.0 | 24334.0 | 2.0 | False | None | None | False | None | False | 48668.0 | 0 | | 3902940 | 150426 | None | TMCHNP19 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000; 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete.
3.00 HP - 155 LPM @ 42 m = 7 STG Outlet Dia - 2.00"
Page no 151 Item no 13.11.2 BWSSB SR 2023-24 Volume-5 Aerobic leachate pond | Each | 24334.0 | 24334.0 | 2.0 | False | None | None | False | None | False | 48668.0 | 0 | | 3902941 | 150426 | None | TMCHNP20 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 50mm dia. Page no 128 Item no 11.3.6 BWSSB SR 2023-24 Volume-5 Anaerobic pond | Mtr | 699.37 | 699.37 | 20.0 | False | None | None | False | None | False | 13987.4 | 0 | | 3902942 | 150426 | None | TMCHNP21 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 50mm dia. Page no 128 Item no 11.3.6 BWSSB SR 2023-24 Volume-5 Aerobic pond | Mtr | 699.37 | 699.37 | 20.0 | False | None | None | False | None | False | 13987.4 | 0 | | 3902943 | 150426 | None | TMCHNP22 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No AnalogVoltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE:
1) DOL- Direct Online Starter
2) S-D- Star Delta Starter etc. complete.Upto 3 HP pumps Page no 154 SI No 13.23.1 BWSSB SR 2023-24 Volume-5 | Job | 6500.0 | 6500.0 | 2.0 | False | None | None | False | None | False | 13000.0 | 0 | | 3902944 | 150426 | None | TMCHNP23 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x10 Sqm Page no 154 SI No 13.22.5 BWSSB SR 2023-24 Volume-5 | Mtr | 280.0 | 280.0 | 100.0 | False | None | None | False | None | False | 28000.0 | 0 | | 3902945 | 150426 | None | TMCHNP24 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any For 50 mm dia GI collar: Page no 129 SI.No 11.6.6 BWS&SB SR 2023-24 Volume-5 | Each | 267.0 | 267.0 | 20.0 | False | None | None | False | None | False | 5340.0 | 0 | | 3902946 | 150426 | None | TMCHNP25 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirmingtoIS8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 Page no 6 Item no 2.5.7 PWD Electrical SR 2022-23 2C x 2.5 mm2 Volume-6 | Mtr | 82.0 | 82.0 | 100.0 | False | None | None | False | None | False | 8200.0 | 0 | | 3902947 | 150426 | None | TMCHNP26 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.For 50 mm dia GI BEND Page no 130 SI.No 11.8.6 BWSSB SR 2023-24 Volume-5 | Each | 358.0 | 358.0 | 20.0 | False | None | None | False | None | False | 7160.0 | 0 | | 3902948 | 150426 | None | TMCHNP27 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 50mm dia., 6 kg/sqcm & class 5 Page no 113 Item no 10.1.3 BWSSB SR 2023-24 Volume-5 | Mtr | 101.0 | 101.0 | 100.0 | False | None | None | False | None | False | 10100.0 | 0 |
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