| 1721107078000 | 0 | None | None | Roads | Improvement of the road from W. No.-06 Men Road to Shaha House in the municipal area. (2.30) Construction of road from Mugalakhoda Yabaratti Mukha Road to Sadashiva Dundappa Belagali farm in W. No.-14 under the municipal area. (8.00) | 864749.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3529289 | 126998 | None | code01 | Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, rass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and isposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness ii) By Mechanical Means using Dozer a In area of light jungle (PWD CSR 2023-24 vol-3 P.No 9 I.No 2.5 (ii)A | Sqm | 412.65 | 412.65 | 16.2 | False | None | None | False | None | False | 6684.93 | 0 | | 3529290 | 126998 | None | code02 | Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. [PWD Common DSR 2023-24 Volume 3, P No: 17 I.No:3.7] | Cum | 110.25 | 110.25 | 242.9999 | False | None | None | False | None | False | 26790.738975 | 0 | | 3529291 | 126998 | None | code03 | Construction of Embankment 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, preading,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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 162.0 | False | None | None | False | None | False | 80627.4 | 0 | | 3529292 | 126998 | None | code04 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade-II PWD SR 2023-24 VOL- 3 P NO-25 I NO- 4.13 (A,i (a) | Cum | 2649.15 | 2649.15 | 44.9999 | False | None | None | False | None | False | 119211.485085 | 0 | | 3529293 | 126998 | None | code05 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade-III PWD SR 2023-24 VOL- 3 P NO-25 I NO- 4.13 (A,ii,b) | Cum | 2575.65 | 2575.65 | 121.4999 | False | None | None | False | None | False | 312941.217435 | 0 | | 3529294 | 126998 | None | code06 | Tack coat on Granular surface treated with primer : Providing and applying tack coat with RS 1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 Kg/m2 on the prepared bituminous surface cleaned with machanical broom [PWD Common DSR 2023-24 Volume 3, P No: 31 I.No: 5.4(ii )] | Sqm | 14.7 | 14.7 | 1020.0 | False | None | None | False | None | False | 14994.0 | 0 | | 3529295 | 126998 | None | code07 | Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. specification clause No. 507 complete in all respects [PWD Common DSR 2023-24 Vol-3, P No 43 I No 5.31 ,RC-37:2018) | Cum | 10659.6 | 10659.6 | 25.5 | False | None | None | False | None | False | 271819.8 | 0 | | 3529296 | 126998 | None | code08 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. [PWD Common DSR 2023-24 Volume 3 (P No: 17 I.No:3.6)] | Cum | 517.65 | 517.65 | 61.199 | False | None | None | False | None | False | 31679.66235 | 0 |
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