Widening and Strengthening of Dataganj Ushait road Km 6 to 2G Aithnol road to Bhuriyakheda road Under Dataganj Vidhansabha

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m As per MORT&H Specification 2019, S.No. 3.06 (Clause-301)

Lime Stabilisation in Embankment Providing, laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 percent slaked lime manually spread having minimum content of 70 percent of Cao, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade Unit = cum

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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H Specification 2019, 4.14 (Clause-406B)

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 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305)

Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORT&H Specification 2019, S.No. 5.02 (Clause-503I)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification 2019 clause No. 505 complete in all respects. Grade-1

Providing and laying bituminous concrete (Grading-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per As per MORT&H Specification 2019, S.No. 5.05 (Clause-507B)