| 1706612001000 | 1 | None | None | Other Works | Construction of Drain from Basavarj Kalasanavar house to Main road Kaluve in W.no.01 & from Drain Behind Ayurvedic college till Abbigeri road C.D in W.No 19 & 22 of TMC RON | 1125302.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2339358 | 69178 | None | code no 1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work the work (PWD SR 2023-24 Vol-1 ,P.No. 8 , I.No.1.14 ) | Cum | 105.06 | 105.06 | 354.24 | False | None | None | False | None | False | 37216.4544 | 0 | | 2339359 | 69178 | None | code no 2 | 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. (PWD SR 2023-24 Vol-1 , I.No. 1.8 P no-8 ) | Cum | 488.22 | 488.22 | 31.83 | False | None | None | False | None | False | 15540.0426 | 0 | | 2339360 | 69178 | None | code no 3 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ( PWD SR 2023-24 Vol-1, I.No.2.1.2 ,P.no- 15 ) | Cum | 5833.92 | 5833.92 | 31.83 | False | None | None | False | None | False | 185693.6736 | 0 | | 2339361 | 69178 | None | code no 4 | Filling approved 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 2023-24 Vol-1, I.No-1.11 ,P no-7 ) | Cum | 445.99 | 445.99 | 28.19 | False | None | None | False | None | False | 12572.4581 | 0 | | 2339362 | 69178 | None | code no 5 | 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 aggregates ( PWD SR 2021-22 Vol-1, I.No.2.4.2 P no-16 ) | Cum | 7694.88 | 7694.88 | 80.91 | False | None | None | False | None | False | 622592.7408 | 0 | | 2339363 | 69178 | None | code no 6 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)( PWD SR 2021-22 Vol-2, I.No.11.32 P.No-84) | Kg | 94.76 | 94.76 | 2588.35 | False | None | None | False | None | False | 245272.046 | 0 | | 2339364 | 69178 | None | code no 7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for PVC pipes 63mm dia., 6 kg/sqcm & class 3 (PWD SR 2021-22 Vol-5, I.No1.4 M010D ) | m | 157.59 | 157.59 | 12.0 | False | None | None | False | None | False | 1891.08 | 0 | | 2339365 | 69178 | None | code no 8 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for PVC pipes 75mm dia., 6 kg/sqcm & class 3 (PWD SR 2021-22 Vol-5, I.No1.5 M010E ) | m | 216.3 | 216.3 | 12.0 | False | None | None | False | None | False | 2595.6 | 0 | | 2339366 | 69178 | None | code no 9 | 63 mm dia PVC Elbows (PWD SR 2021-22 Vol-5, I.No.7.5 M100E ) | No | 108.15 | 108.15 | 2.0 | False | None | None | False | None | False | 216.3 | 0 | | 2339367 | 69178 | None | code no 10 | 75 mm dia PVC Elbows (PWD SR 2021-22 Vol-5, I.No.7.6 M100F ) | No | 206.0 | 206.0 | 2.0 | False | None | None | False | None | False | 412.0 | 0 | | 2339368 | 69178 | None | code no 11 | 63 mm dia PVC Tee(PWD SR 2021-22 Vol-5, I.No. 8.5 M110E ) | No | 82.4 | 82.4 | 2.0 | False | None | None | False | None | False | 164.8 | 0 | | 2339369 | 69178 | None | code no 12 | 75 mm dia PVC Tee(PWD SR 2021-22 Vol-5, I.No. 8.6 M110F ) | No | 125.66 | 125.66 | 2.0 | False | None | None | False | None | False | 251.32 | 0 | | 2339370 | 69178 | None | code no 13 | 63 mm dia PVC Bend (PWD SR 2021-22 Vol-5, I.No. 9.5 M120E ) | No | 179.22 | 179.22 | 2.0 | False | None | None | False | None | False | 358.44 | 0 | | 2339371 | 69178 | None | code no 14 | 75mm dia PVC Bend(PWD SR 2021-22 Vol-5, I.No. 9.6 M110F ) | No | 262.65 | 262.65 | 2.0 | False | None | None | False | None | False | 525.3 | 0 |
|