Details: earthwork in excavation from borrow pits (land owned/ arranged by the department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments,depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directeddressing complete. (borrow pit measurement)(i) in ordinary soil construction of granular sub-base by providing graded material, mixing by mix in place method with rotavator at omc, spreading in uniform layers with motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding,barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per clause 401 of specifications for road & bridge works of mort&h (5th revision).(ii) grading – ii water bound macadam base course providing, laying, spreading and compacting stone aggregates of specifi
Sector: District Administration