| 1722489591000 | 1 | None | None | Other Works | Construction of Road and drain at SWM site chikkodi | 767606.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3662544 | 133674 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. PWD SR Vol 1 P No 8 I No 1.14.1 | Cum | 107.1 | 107.1 | 112.5 | False | None | None | False | None | False | 12048.75 | 0 | | 3662545 | 133674 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 | Cum | 89.25 | 89.25 | 112.5 | False | None | None | False | None | False | 10040.625 | 0 | | 3662546 | 133674 | None | code03 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 | Cum | 6288.45 | 6288.45 | 15.0 | False | None | None | False | None | False | 94326.75 | 0 | | 3662547 | 133674 | None | code04 | M20 Drain
Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(PWD CSR 2021-22 VOL-1 P.NO. 17 I.NO 2.4.2) | Cum | 6639.15 | 6639.15 | 34.8 | False | None | None | False | None | False | 231042.42 | 0 | | 3662548 | 133674 | None | code05 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2323.7 | 2323.7 | 33.0 | False | None | None | False | None | False | 76682.1 | 0 | | 3662549 | 133674 | None | code06 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 20% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 1327.83 | 1327.83 | 1.799 | False | None | None | False | None | False | 2388.76617 | 0 | | 3662550 | 133674 | None | code07 | 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. All other type of structures. PWD SR Vol 1 P No 18, I No 2.11 h | Tonne | 82961.55 | 82961.55 | 1.7813 | False | None | None | False | None | False | 147779.409015 | 0 | | 3662551 | 133674 | None | code08 | Construction of Embankment Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, preading,grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
(PWD CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 36.0 | False | None | None | False | None | False | 17917.2 | 0 | | 3662552 | 133674 | None | code09 | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.PWD SR 2023-24 VOL-3 P NO- 93 I NO -10.15 (i) | Sqm | 276.15 | 276.15 | 81.5625 | False | None | None | False | None | False | 22523.484375 | 0 | | 3662553 | 133674 | None | code10 | Tack coat on Granular surface treated with primer : Providing and applying tack coat with RS 1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 Kg/m2 on the prepared bituminous surface cleaned with machanical broom [PWD Common DSR 2023-24 Volume 3, P No: 31 I.No: 5.4(ii )] | Sqm | 14.7 | 14.7 | 543.75 | False | None | None | False | None | False | 7993.125 | 0 | | 3662554 | 133674 | None | code11 | Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. specification clause No. 507 complete in all respects [PWD Common DSR 2023-24 Vol-3, P No 43 I No 5.31 ,RC-37:2018) | Cum | 10659.6 | 10659.6 | 13.59 | False | None | None | False | None | False | 144863.964 | 0 |
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