construction of approach across rivier basuhi on lumbani dudhi road near jamalapur in district , construction of embankment with approved material obtained from borrow pits with all lifts and leads , upto 1 km transporting to site , spreading , grading to required slope and compacting to meet required slope and compaction to meet requirement of 95% of proctor density . si . no . morth 305 ( 3 . 16 ) , construction of granular sub-base by providing close graded material , spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at omc , and compacting with vibratory roller to achieve the desired density , complete as per clause 401 , 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 . , providing , laying , spreading and compacting grade stone aggregates of omc mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in subbase /base course on well prepared surface and compacting with vibratory roller to achieve the desired density . subgrade and compacting with the road roller to achieve the desired loosing in situ layer and relaying of same with 25% addition wmm materials , ( wmm+1% opc cement+3 . 5% emulsion ) , providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading , premixed with bituminous binder @ 4 . 0 to 4 . 5 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 clause no . 507 complete in all respects . , providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading , premixed with bituminous binder @ 5 . 4 to 5 . 6 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 morth specification clause no . 509 complete in all respects , providing and applying tack coat with bitumen ( vg-10 ) using emulsion distributor at the rate of 0 . 35 kg per sqm on the prepared bitumen surface cleaned with hydraulic broom as per technical specification clause 503 .