| 1706947751000 | 0 | None | None | Other Works | Construction work of dry pitching wall and drain near Paddyfield Potayya house at ward no.04 | 168080.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2416194 | 72401 | None | B01 | 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 Common SR vol-1 item no 1.14.1 page 8 )
| Cum | 256.48 | 256.48 | 11.0 | False | None | None | False | None | False | 2821.28 | 0 | | 2416195 | 72401 | None | B02 | Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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 shall be paid separately). ( AS per Common SR vol-1 item no 2.1.2 page 15)
| Cum | 5830.72 | 5830.72 | 1.65 | False | None | None | False | None | False | 9620.688 | 0 | | 2416196 | 72401 | None | B03 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. ( AS per Common SR vol-III item no 9.3 page 71 )
| Tonne | 87888.64 | 87888.64 | 0.2508 | False | None | None | False | None | False | 22042.470912 | 0 | | 2416197 | 72401 | None | B04 | 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 gnite/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. (The cost of steel reinforcement to be paid separately)( AS per Common SR vol-1 item no 2.4.2 page16 and 17)
| Cum | 7131.55 | 7131.55 | 3.8915 | False | None | None | False | None | False | 27752.426825 | 0 | | 2416198 | 72401 | None | B05 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications( AS per Common SR vol-1 item no 1.1 page no 7)
| Cum | 228.48 | 228.48 | 1.32 | False | None | None | False | None | False | 301.5936 | 0 | | 2416199 | 72401 | None | B06 | 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.1.4.1 In all kinds of soils Depth upto 1.5 m. ( AS per Common SR vol-1 item no 1.4.1 page 5 )
| Cum | 208.32 | 208.32 | 32.375 | False | None | None | False | None | False | 6744.36 | 0 | | 2416200 | 72401 | None | B07 | Providing and laying in position plain cement concrete Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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 shall be paid separately). ( AS per Common SR vol-1 item no 2.1.2 page 15)
| Cum | 5830.72 | 5830.72 | 2.8 | False | None | None | False | None | False | 16326.016 | 0 | | 2416201 | 72401 | None | B08 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand. ( AS per Common SR vol-2 item no 5.4 page NO - 9 )
| Cum | 5952.8 | 5952.8 | 6.83 | False | None | None | False | None | False | 40657.624 | 0 | | 2416202 | 72401 | None | B09 | 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) ITEM NO : 2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded CRUSHED STONE AGGRIGATE ( PG NO 17 ITEM NO 2.4.1 VOL I PWD SR 2021-22)
| Cum | 6456.8 | 6456.8 | 1.18 | False | None | None | False | None | False | 7619.024 | 0 | | 2416203 | 72401 | None | B10 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder) ( AS per Common SR vol-1 item no 16.4 ,2504 page NO -111)
| Cum | 1831.2 | 1831.2 | 15.75 | False | None | None | False | None | False | 28841.4 | 0 | | 2416204 | 72401 | None | B11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete butment,wing wall/ return wall with PVC Pipe 2KG/M2 110mm outer dia , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ( AS per Common SR vol-3 item no 13.4 2706 &
2200 page NO -111)
| No | 267.68 | 267.68 | 20.0 | False | None | None | False | None | False | 5353.6 | 0 |
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