Details: excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 m and lead upto 30.00m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto distance of 30m from the foundation trenches (where machine con not reach/move) (sor/251 (a)/4.1.1) depth from 0.0 to 1.5 m below g.l. preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (dar-18/16.1) cartage of earth or fly ash when added to schedule item no-253, iind km, and beyond (sor-20/261(c )) granular sub-base with graded material, plant mi
Sector: Industry Development