| 1721125619000 | 0 | None | None | Other Works | Construction of RCC Drain Opposite To Ambika Hotel at Ward No .21 | 383433.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3534870 | 127340 | None | Vol-1 Item Code :1.4.1 P. No: 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction
of Engineer-in-charge. | Sqm | 1312.22 | 1312.22 | 32.4 | False | None | None | False | None | False | 42515.928 | 0 | | 3534871 | 127340 | None | Vol-1 Item Code :1.4.1 P. No: 5 | 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. In all kinds of soils Depth upto 1.5 m
| Sqm | 191.58 | 191.58 | 14.04 | False | None | None | False | None | False | 2689.7832 | 0 | | 3534872 | 127340 | None | Vol-1 Item Code: 2.1.3 P. No:15 | 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 | Sqm | 5720.62 | 5720.62 | 9.36 | False | None | None | False | None | False | 53545.0032 | 0 | | 3534873 | 127340 | None | Vol-1 Item Code :2.4.2 P.NO: 17 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6147.04 | 6147.04 | 12.96 | False | None | None | False | None | False | 79665.6384 | 0 | | 3534874 | 127340 | None | Vol-1 Item Code :2.4.2 P.NO: 17 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate | Cum | 8298.5 | 8298.5 | 12.96 | False | None | None | False | None | False | 107548.56 | 0 | | 3534875 | 127340 | None | Vol-3 Item Code :9.3 P.NO:71 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | T.Km | 82705.91 | 82705.91 | 1.12 | False | None | None | False | None | False | 92630.6192 | 0 | | 3534876 | 127340 | None | Vol-3 Item Code: 1.1 A P.No: 3 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3 | Cum | 121.54 | 121.54 | 9.55 | False | None | None | False | None | False | 1160.707 | 0 | | 3534877 | 127340 | None | Vol-3 Item Code: 1.4 A P.No: 3 | Cost of Haulage Excluding Loading and Unloading Taking output 10 t load and lead 10 km = 100 t.km | T.Km | 12.36 | 12.36 | 14.32 | False | None | None | False | None | False | 176.9952 | 0 | | 3534878 | 127340 | None | CMCDNL9 | Display Board | No | 3500.0 | 3500.0 | 1.0 | False | None | None | False | None | False | 3500.0 | 0 |
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