Details: earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ m in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 m distance as directed by the engineer incharge including supply of roller and water required for proper completion of work as per most specification no. 301.2.1 including roytalty with 5km carted. construction of granular sub-base by providing coarse graded material, 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 400-2. class-150 brick in 1:4 cement and coarse sand of 1.25 fm mortar in foundation
Sector: RDPR