| 1721735030000 | 1 | None | None | Other Works | Construction of RCC Drain Fashion Palace to Govt Toilet Sakharwadi W No 03 Kothiwale Corner to S R Patil House at W No 07 and Vinayak Nagavkar Shop to Raju Dhondpade House at Shivaji Nagar Main Road W No 18 | 1071952.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3591865 | 130768 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately PWD SR 2023-24 Vol 3 P No 12, I No 2.19 | Cum | 591.15 | 591.15 | 40.204 | False | None | None | False | None | False | 23766.5946 | 0 | | 3591866 | 130768 | None | code02 | 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 | 80.04 | False | None | None | False | None | False | 8572.284 | 0 | | 3591867 | 130768 | None | code03 | 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 | 80.04 | False | None | None | False | None | False | 7143.57 | 0 | | 3591868 | 130768 | None | code04 | 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 | 26.68 | False | None | None | False | None | False | 167775.846 | 0 | | 3591869 | 130768 | None | code05 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR Vol 1 P No 16 I No 2.3.1 | Cum | 6639.15 | 6639.15 | 61.99 | False | None | None | False | None | False | 411560.9085 | 0 | | 3591870 | 130768 | 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 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2323.7 | 2323.7 | 55.79 | False | None | None | False | None | False | 129639.223 | 0 | | 3591871 | 130768 | None | code07 | 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 | 7.94 | False | None | None | False | None | False | 10542.9702 | 0 | | 3591872 | 130768 | None | code08 | 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 | 3.4359 | False | None | None | False | None | False | 285047.589645 | 0 | | 3591873 | 130768 | None | code09 | 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 | 56.064 | False | None | None | False | None | False | 27903.0528 | 0 |
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