Details: earth work in excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. all kind of soil random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) random rubble masonry with hard stone laid dry in foundation, plinth & walls. laid without bond stone providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete. carriage of cement by an average lead of 100 kms by mt carriage of sand and stone agg by an average lead of 50 kms by mt carriage of stone by an average lead of 5 kms by mt
Sector: RDPR