1722531451000 | 0 | None | None | Roads | Construction of Internal Roads at SWM Site of Arabhavi TP. | 1479316.49 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3671512 | 134133 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal 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. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | Sqm | 412.65 | 412.65 | 11.3505 | False | None | None | False | None | False | 4683.783825 | 0 | 3671513 | 134133 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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. ( CM SR 2023-24 P.No. 8/Vol-1/ 1.12 ) | Cum | 99.75 | 99.75 | 227.01 | False | None | None | False | None | False | 22644.2475 | 0 | 3671514 | 134133 | None | code03 | 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. 300-2 ( CM SR 2023-24 P.No. 17/Vol-3/ 3.6 ) | Cum | 517.65 | 517.65 | 259.0875 | False | None | None | False | None | False | 134116.644375 | 0 | 3671515 | 134133 | None | code04 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ( CM SR 2023-24 P.No. 23/Vol-3/ 4.1 ) For Grading -V Material | Cum | 2611.35 | 2611.35 | 170.2575 | False | None | None | False | None | False | 444601.922625 | 0 | 3671516 | 134133 | None | code05 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density(CM SR 2023-24/P.No.26/Vol-3/4.17) | Cum | 2686.95 | 2686.95 | 111.03 | False | None | None | False | None | False | 298332.0585 | 0 | 3671517 | 134133 | None | code06 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.( CM SR 2023-24 P.No. 31/Vol-3/5.1/502/A(1) ) | Sqm | 43.26 | 43.26 | 740.25 | False | None | None | False | None | False | 32023.215 | 0 | 3671518 | 134133 | None | code07 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom( CM SR 2023-24 P.No. 31/Vol 3/5.3/503/A(1) ) | Sqm | 12.36 | 12.36 | 740.25 | False | None | None | False | None | False | 9149.49 | 0 | 3671519 | 134133 | None | code08 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction( CM SR 2023-24 P.No. 32/Vol-3/5.6/504/i/C ) | Cum | 9278.1 | 9278.1 | 37.0125 | False | None | None | False | None | False | 343405.67625 | 0 | 3671520 | 134133 | None | code09 | 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.( CM SR 2023-24 P.No. 43/Vol-3/5.31 ) | Cum | 10289.7 | 10289.7 | 18.5 | False | None | None | False | None | False | 190359.45 | 0 |
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