Details: earth work excavation for plinth & foundation in hard soil within 50 mtrs. initial lead and 1.5 mtrs. initial lift including rough dressing and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.30 mtrs in depth & as per direction of engineer-in-charge. construction of granular sub-base by providing close graded granular subbase grading-iii material as per table 400-1, 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 of mosrt&h specifications for road & bridge works (4th revision) as per direction of engineer-in-charge. providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite
Sector: Generation