Details: earth work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and all lift including rough dressing and breaking clods to maximum 5cm to 7cm sizes and laying in layers not exceeding 0.30m in depth and as per the direction of the engineer-in-charge excavation of any approved type of soil in any approved borrow area by mechanical means loading in to and transporting by mechanical means and unloading the earth within 5 km. lead on properly prepared and scientifically approved surface including spreading and levelling in 22.50 cms.layers to make ready for watering snd compaction with sheep foot rollers and dozzers but excluding watering and compaction charges.......etc. complete as directed by the engineer-in-charge. filling in foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc. complete as per direction of engineer-in-charge. ccm-15 for foundation and superstructures of walls retaining walls etc. wit
Sector: Irrigation