| 3572289 | 129798 | None | code01 | 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.In all Kinds of soils upto 300 mm depth PWD SR 2023-24 Vol:1 P.No.8 I.No:1.12 | Cum | 99.75 | 99.75 | 201.0 | False | None | None | False | None | False | 20049.75 | 0 |
| 3572290 | 129798 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24 Vol:3 P.No.17 I.No:3.1 | Cum | 89.25 | 89.25 | 134.0 | False | None | None | False | None | False | 11959.5 | 0 |
| 3572291 | 129798 | None | code03 | 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 150mm, 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 Vol:3 P.No.17 I.No:3.7 | Cum | 110.25 | 110.25 | 134.0 | False | None | None | False | None | False | 14773.5 | 0 |
| 3572292 | 129798 | None | code04 | 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 P.No.17 I.No: 3.6 | Cum | 517.65 | 517.65 | 892.43 | False | None | None | False | None | False | 461966.3895 | 0 |
| 3572293 | 129798 | None | code05 | Wet Mix Macadam (Plant Mix Method)
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 P.No.26 I.No: 4.17 | Cum | 2686.95 | 2686.95 | 234.5 | False | None | None | False | None | False | 630089.775 | 0 |
| 3572294 | 129798 | None | code06 | A Prime Coat over WMM/WBM
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 0.70 kg/m2 using mechanical means. PWD SR 2023-24 Vol:3 P.No.31 I.No: 5.1 | Sqm | 43.05 | 43.05 | 1172.5 | False | None | None | False | None | False | 50476.125 | 0 |
| 3572295 | 129798 | None | code07 | Tack coat on Bituminous surface
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 P.No.31 I.No: 5.3 | Sqm | 12.6 | 12.6 | 1172.5 | False | None | None | False | None | False | 14773.5 | 0 |
| 3572296 | 129798 | 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 @ 3.4% 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 PWD SR 2023-24 Vol:3 P.No.33 I.No: 5.8 C | Cum | 8044.05 | 8044.05 | 58.63 | False | None | None | False | None | False | 471622.6515 | 0 |
| 3572297 | 129798 | 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.PWD SR 2023-24 Vol:3 P.No.43 I.No: 5.31 | Cum | 10659.6 | 10659.6 | 29.31 | False | None | None | False | None | False | 312432.876 | 0 |