tender for earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 m (20) depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 m (5ft) lift & 30 m (100ft) lead. the earth in from of cutting to be used as spoil banks with in 50 m destance as directed by e/i etc. but mechanically compacted to 95% proctor density etc. complete. cartage up to 3.00 km. , construction of granular sub-base by providing well graded material, spreading in uniform layers motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 , wbm (g-2) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405 , wbm (g-3) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405 , providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of raod surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause-502 , providing and applying tack co