| 1723542785000 | 0 | None | None | Other Works | Construction of Drain at Ward no-7Malladad Colony Hubli main road Chainege No 0.00 Meter Chinage to 73.00 | 351766.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3767719 | 141877 | None | As per PWD SR 23-24 VOL-1 Page.NO.08 Item.No1.14.1 | 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.(As per PWD SR 23-24 VOL-1 Page.NO.08 Item.No1.14.1) | Cum | 105.06 | 105.06 | 58.59 | False | None | None | False | None | False | 6155.4654 | 0 | | 3767720 | 141877 | None | Page No.143 Item No.19.20 | Removal of Unserviceable Soil with Disposal KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. MORTH Specification No. 301 (Page No.143 Item No.19.20) | Cum | 87.55 | 87.55 | 58.59 | False | None | None | False | None | False | 5129.5545 | 0 | | 3767721 | 141877 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3 | 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 specificationsMix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3) | Cum | 6168.67 | 6168.67 | 9.77 | False | None | None | False | None | False | 60267.9059 | 0 | | 3767722 | 141877 | None | As per PWD SR 23-24 VOL-1 Page.NO.16 Item.No.2.4.2 | Providing and laying in position 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.16 Item.No.2.4.2) | Cum | 6512.69 | 6512.69 | 21.86 | False | None | None | False | None | False | 142367.4034 | 0 | | 3767723 | 141877 | None | As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h | 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.(As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h) | Tonne | 81381.33 | 81381.33 | 1.268 | False | None | None | False | None | False | 103191.52644 | 0 | | 3767724 | 141877 | None | 129 | Formwork Cement Concrete Drain Walls 35% | Cum | 2279.44 | 2279.44 | 13.95 | False | None | None | False | None | False | 31798.188 | 0 | | 3767725 | 141877 | None | As per PWD SR 23-24 VOL-1 Page.NO.7 Item.No1 | 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, spreading, 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.(8As per PWD SR 23-24 VOL-1 Page.NO.7 Item.No1.) | Cum | 488.22 | 488.22 | 5.85 | False | None | None | False | None | False | 2856.087 | 0 |
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