1719495303000 | 0 | None | None | Other Works | Construction of Storm Water Drain at Bailhongal Road from Ganesh Temple to Gadagi Hospital. | 749408.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3390422 | 119417 | None | code01 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar PWD SR Vol 2 P No 187, I No 19.9.2 | Cum | 1734.52 | 1734.52 | 20.86 | False | None | None | False | None | False | 36182.0872 | 0 | 3390423 | 119417 | None | code02 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR (Vol 2, P No 187, I No 19.3) | Cum | 2498.78 | 2498.78 | 4.5 | False | None | None | False | None | False | 11244.51 | 0 | 3390424 | 119417 | None | code03 | 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 | 105.06 | 105.06 | 146.06 | False | None | None | False | None | False | 15345.0636 | 0 | 3390425 | 119417 | None | code04 | 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 | 87.55 | 87.55 | 171.42 | False | None | None | False | None | False | 15007.821 | 0 | 3390426 | 119417 | None | code05 | 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 | 6168.67 | 6168.67 | 11.69 | False | None | None | False | None | False | 72111.7523 | 0 | 3390427 | 119417 | None | code06 | 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 | 6512.69 | 6512.69 | 42.51 | False | None | None | False | None | False | 276854.4519 | 0 | 3390428 | 119417 | 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 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2279.44 | 2279.44 | 37.64 | False | None | None | False | None | False | 85798.1216 | 0 | 3390429 | 119417 | None | code08 | 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 Consider50% PWD SR 2021-22 Vol 2 P No A-7 I NO 22-3 | Cum | 3256.35 | 3256.35 | 4.88 | False | None | None | False | None | False | 15890.988 | 0 | 3390430 | 119417 | None | code09 | 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 | Kgs | 81.38 | 81.38 | 2550.6 | False | None | None | False | None | False | 207567.828 | 0 | 3390431 | 119417 | None | code10 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR Vol 3 P No 17, S No 3.6 | Cum | 507.79 | 507.79 | 26.4 | False | None | None | False | None | False | 13405.656 | 0 |
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