| 1709389280000 | 0 | None | None | Other Works | Construction of storm water drain From TVS Show Room to Pearl Hotel and Desilting of Drain from pavad basaweshar temle to station main Road via konchikorvar onni Ward No 18 in Vijayapur City. (General Fund) | 2541278.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2894077 | 94769 | None | PWD SR Valum-3 , Sl No-2.19 , page No 12 | Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 591.15 | 591.15 | 2.25 | False | None | None | False | None | False | 1330.0875 | 0 | | 2894078 | 94769 | None | PWD SR Valum-I , Sl No-1.5.1 page No 6 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 240.45 | 240.45 | 315.0 | False | None | None | False | None | False | 75741.75 | 0 | | 2894079 | 94769 | None | PWD SR volum- 1 I No-2.1.2,, page No58 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates | Cum | 5947.2 | 5947.2 | 22.4 | False | None | None | False | None | False | 133217.28 | 0 | | 2894080 | 94769 | None | PWD SR Valum-I , Sl No-2.4.2, page No 16 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8852.2 | 8852.2 | 113.4 | False | None | None | False | None | False | 1003839.48 | 0 | | 2894081 | 94769 | None | PWD SR Valum-I , Sl No-1.10, page No 7 | 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 | Cum | 168.0 | 168.0 | 125.99 | False | None | None | False | None | False | 21166.32 | 0 | | 2894082 | 94769 | None | PWD SR Valum-3 , Sl No-2.11 page No 90 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 93929.85 | 93929.85 | 9.639 | False | None | None | False | None | False | 905389.82415 | 0 | | 2894083 | 94769 | None | Valum-IV , Sl No-8.24.2, page No 104 | Excavation and removal of silt and silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and all lifts | Cum | 373.8 | 373.8 | 189.0 | False | None | None | False | None | False | 70648.2 | 0 | | 2894084 | 94769 | None | Volum-3, SlNo-3.1,P.No-17 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 189.0 | False | None | None | False | None | False | 16868.25 | 0 | | 2894085 | 94769 | None | 5.33, 27 | Removing & Refixing stone slabs of drains and pointing in C. M (1:3) (PWD SR 18-19 item no 5.33, page no 27) | Sqm | 109.2 | 109.2 | 675.0 | False | None | None | False | None | False | 73710.0 | 0 | | 2894086 | 94769 | None | PWD SR Valum-2 , Sl No-17.5page No 175 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge | Sqm | 1179.15 | 1179.15 | 203.0 | False | None | None | False | None | False | 239367.45 | 0 |
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