| 1720523320000 | 0 | None | None | Roads | Construction Of ashpalt IB circle ambargoppa road Butappa temple to pete ramesh house | 891831.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3497659 | 124929 | None | code01 | 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 SR 2023-24,Volume-3,PN-17,IN-3.7) | Cum | 108.15 | 108.15 | 54.0 | False | None | None | False | None | False | 5840.1 | 0 | | 3497660 | 124929 | None | code02 | 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 equirement 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,Volume-1,PN-7,IN-1.8) | Cum | 488.22 | 488.22 | 72.0 | False | None | None | False | None | False | 35151.84 | 0 | | 3497661 | 124929 | None | code03 | 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.(PWD SR 2023-24,Vol-3,PN-26,IN-4.17) | Cum | 2635.77 | 2635.77 | 52.65 | False | None | None | False | None | False | 138773.2905 | 0 | | 3497662 | 124929 | None | code04 | 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 (PWD SR 2023-24,Vol-3,PN-31,IN-5.1A) | Sqm | 42.23 | 42.23 | 900.0 | False | None | None | False | None | False | 38007.0 | 0 | | 3497663 | 124929 | None | code05 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading remixed 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 Dense Graded Bituminous Macadam Grading - I for traffic 20 MSA (PWD SR 2023-24,Vol-3,PN-31,IN-5.6A | Cum | 7762.08 | 7762.08 | 45.0 | False | None | None | False | None | False | 349293.6 | 0 | | 3497664 | 124929 | None | code06 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24,Vol-3,PN-91,IN-10.5 (ii)) | Sqm | 438.78 | 438.78 | 112.5 | False | None | None | False | None | False | 49362.75 | 0 | | 3497665 | 124929 | 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 (PWD SR 2023-24,Vol-3,PN-31,IN-5.3) | Sqm | 12.36 | 12.36 | 900.0 | False | None | None | False | None | False | 11124.0 | 0 | | 3497666 | 124929 | None | code08 | 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 (PWD SR 2023-24,Vol-3,IRC-37:2018) I no-5.31 | Cum | 10456.56 | 10456.56 | 22.5 | False | None | None | False | None | False | 235272.6 | 0 | | 3497667 | 124929 | None | code09 | 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 (PWD SR 2023-24,Vol-3,PN-17,IN-3.6) | Cum | 507.79 | 507.79 | 43.2 | False | None | None | False | None | False | 21936.528 | 0 | | 3497668 | 124929 | None | code10 | Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width (vol-3,IN-8.14,P.No-66) | Sqm | 147.29 | 147.29 | 48.0 | False | None | None | False | None | False | 7069.92 | 0 |
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