| 1723539528000 | 0 | None | None | Roads | CONSTRUCTION OF BT ROAD AND DRAIN IN SWM SITE OF YADGIR CITY | 1388511.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3766905 | 141819 | None | code01 | 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 | Cum | 76.65 | 76.65 | 323.6799 | False | None | None | False | None | False | 24810.064335 | 0 | | 3766906 | 141819 | None | code02 | 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 ppurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6039.6 | 6039.6 | 16.8 | False | None | None | False | None | False | 101465.28 | 0 | | 3766907 | 141819 | None | code03 | 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 ranite/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 omplete the work as per technical specifications. | Cum | 6568.8 | 6568.8 | 37.65 | False | None | None | False | None | False | 247315.32 | 0 | | 3766908 | 141819 | None | code04 | Add 5% for (Additionalities) for formwork, centering & Scaffolding | Cum | 328.44 | 328.44 | 37.65 | False | None | None | False | None | False | 12365.766 | 0 | | 3766909 | 141819 | None | code05 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. | Tonne | 99009.8 | 99009.8 | 1.5058 | False | None | None | False | None | False | 149088.95684 | 0 | | 3766910 | 141819 | None | code06 | 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 | Cum | 517.65 | 517.65 | 162.96 | False | None | None | False | None | False | 84356.244 | 0 | | 3766911 | 141819 | None | code07 | Construction of granular sub-base by providing close graded Material, 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 For grading -VI Material | Cum | 2659.65 | 2659.65 | 61.6 | False | None | None | False | None | False | 163834.44 | 0 | | 3766912 | 141819 | None | code08 | 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 in sub- base
/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 61.6 | False | None | None | False | None | False | 165516.12 | 0 | | 3766913 | 141819 | None | code09 | Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per
m2 using mechanical means.
/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Sqm | 43.05 | 43.05 | 616.0 | False | None | None | False | None | False | 26518.8 | 0 | | 3766914 | 141819 | None | code10 | 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 | Sqm | 12.6 | 12.6 | 616.0 | False | None | None | False | None | False | 7761.6 | 0 | | 3766915 | 141819 | None | code11 | 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 | Cum | 7835.1 | 7835.1 | 30.8 | False | None | None | False | None | False | 241321.08 | 0 | | 3766916 | 141819 | None | code12 | 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. | Cum | 10659.6 | 10659.6 | 15.4 | False | None | None | False | None | False | 164157.84 | 0 |
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