| 1710133410000 | 1 | None | None | Other Works | Construction of RCC Drain and Slab work from Husensab Hajaratanavar house to Jantli House and Lamani teacher house to Hebbar House in ward no 8 TMC limit | 446033.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2982579 | 98938 | None | 2.1 | Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead Rubble stone masonry in cement mortar.PWD SR 2021-22 Vol:3 P.NO.15 I.No:2.1 | Cum | 495.43 | 495.43 | 9.99 | False | None | None | False | None | False | 4949.3457 | 0 | | 2982580 | 98938 | None | 1.4 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.PWD SR 2021-22 Vol:1 P.NO.5 I.No:1.4 | Cum | 191.58 | 191.58 | 63.55 | False | None | None | False | None | False | 12174.909 | 0 | | 2982581 | 98938 | None | 3.1 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2021-22 Vol:3 P.NO.15 I.No:3.1 | Cum | 32.96 | 32.96 | 63.55 | False | None | None | False | None | False | 2094.608 | 0 | | 2982582 | 98938 | None | 2.1.3 | PCC (1:3:6) 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 2021-22 Vol:1 P.NO.15 I.No:2.1.3 RATE w.e.f FROM -10-2023 | Cum | 5611.44 | 5611.44 | 9.99 | False | None | None | False | None | False | 56058.2856 | 0 | | 2982583 | 98938 | None | 9.3 | TMT Steel Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.PWD SR 2021-22 Vol:3 P.NO.71 I.No: 9.3 RATE w.e.f FROM -10-2023 | Tonne | 80489.35 | 80489.35 | 1.9 | False | None | None | False | None | False | 152929.765 | 0 | | 2982584 | 98938 | None | 2.4.2 | RCC (M20) 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 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2021-22 Vol:1 P.NO.16 I.No:2.4.2 RATE w.e.f FROM -10-2023 | Cum | 5988.42 | 5988.42 | 34.58 | False | None | None | False | None | False | 207079.5636 | 0 | | 2982585 | 98938 | None | PWD SR 2021-22 | formwork = | Sqm | 299.42 | 299.42 | 23.29 | False | None | None | False | None | False | 6973.4918 | 0 | | 2982586 | 98938 | None | 1.9 | 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.PWD SR 2021-22 Vol:1 P.NO.71 I.No: 1.9 | Cum | 210.12 | 210.12 | 17.96 | False | None | None | False | None | False | 3773.7552 | 0 |
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