tender for flank dressing to proper camber etc.complete as per direction of engineer-in-charge , earth work in all kinds of soil in approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with prr to bring it upto omc condition as per specification & direction of engineer-in-charge. , providing, laying, spreading & compacting graded stone aggregate to to wet mix macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of mosrt & h specifications for road & bridge works.(4th revision)i)wbm grading no-iii(53.22.4mm size) , providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of mosrt&h specifications for road & bridges work (4th revision) , providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of mosrt&h specifications for road & bridges work (4th revision). , providin & laying semi dense bituminous concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled, vibratory & tandem rollers to achieve the desire compaction as per clause 508 of mosrt&h specifications for road and bridge wo