1725429864000 | 0 | None | None | Other Works | Construction of compound in solid waste disposal plant | 1810908.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3913553 | 150936 | None | code01 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m.PWD SR 2023-24, Vol-I, P. No. 9, I. No. 1.16 | Cum | 570.62 | 570.62 | 104.49 | False | None | None | False | None | False | 59624.0838 | 0 | 3913554 | 150936 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 5989.0 | 5989.0 | 16.8345 | False | None | None | False | None | False | 100821.8205 | 0 | 3913555 | 150936 | None | code03 | Providing 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) upto plinth level with : Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)PWD CSR 2023-24, Vol-I, P. No. 9, I. No. 5.2 | Cum | 6816.54 | 6816.54 | 30.05 | False | None | None | False | None | False | 204837.027 | 0 | 3913556 | 150936 | None | code04 | Providing 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) upto plinth level with : Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)PWD CSR 2023-24, Vol-I, P. No. 9, I. No. 5.3 | Cum | 6391.15 | 6391.15 | 22.31 | False | None | None | False | None | False | 142586.5565 | 0 | 3913557 | 150936 | None | code05 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, 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 (Volume 1 P No. 16. I No 2.4.2 PWD SR 2023-24 Common Shedule of Rates) As per recommendations of Technical working group, rates for formwork shall be addedon percentage basis to the finished concrete item rate as per table below :Foundation, Sub structure 5% .PWD CSR 2023-24, Vol-I, P. No. 16, I. No. 2.5.1 | Cum | 6512.69 | 6512.69 | 29.2288 | False | None | None | False | None | False | 190358.113472 | 0 | 3913558 | 150936 | None | code06 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 nominal size graded crushed coarse aggregates(Volume 1 P No. 16. I No 2.5.1 PWD SR 2023-24 Common Shedule of Rates) | Cum | 6828.9 | 6828.9 | 11.329 | False | None | None | False | None | False | 77364.6081 | 0 | 3913559 | 150936 | None | code07 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 for footing & column BGL-3% | Cum | 195.38 | 195.38 | 29.2288 | False | None | None | False | None | False | 5710.722944 | 0 | 3913560 | 150936 | None | code08 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 f or culumn AGL-70% | Cum | 4780.23 | 4780.23 | 7.7438 | False | None | None | False | None | False | 37017.145074 | 0 | 3913561 | 150936 | None | code09 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 For lintel-50% | Cum | 3256.34 | 3256.34 | 4.4505 | False | None | None | False | None | False | 14492.34117 | 0 | 3913562 | 150936 | None | code10 | 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 s Sub structure of Bridges [PNO 18 ,INO-2.11 Of 2023-2024 PWD SR-V1] | Tonne | 89457.0 | 89457.0 | 1.831 | False | None | None | False | None | False | 163795.767 | 0 | 3913563 | 150936 | None | code11 | Filling approved 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. PWD CSR 2023-24, Vol-I, P. No. 7, I. No. 1.1 | Cum | 433.0 | 433.0 | 53.69 | False | None | None | False | None | False | 23247.77 | 0 | 3913564 | 150936 | None | code12 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.PWD CSR 2023-24, Vol-II, P. No. 17, I. No. 6.33 | Sqm | 1267.93 | 1267.93 | 262.124 | False | None | None | False | None | False | 332354.88332 | 0 | 3913565 | 150936 | None | code13 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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 PWD CSR 2023-24, Vol-II, P. No. 42, I. No. 8.7 | Sqm | 376.98 | 376.98 | 541.8 | False | None | None | False | None | False | 204247.764 | 0 | 3913566 | 150936 | None | code14 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) PWD CSR 2023-24, Vol-II, P. No. 46, I. No. 8.33.1 | Sqm | 158.0 | 158.0 | 541.8 | False | None | None | False | None | False | 85604.4 | 0 | 3913567 | 150936 | None | code15 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 m openable length ( total length 90 m), having 50 nos rounds per 6 m length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain
horizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm 2with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately ( PWD CSR 2023-24, Vol-II, P. No. 96, I. No. 11.61.) | Mtr | 325.48 | 325.48 | 200.0 | False | None | None | False | None | False | 65096.0 | 0 | 3913568 | 150936 | None | code16 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 116.39 | 116.39 | 891.396 | False | None | None | False | None | False | 103749.58044 | 0 |
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