Details: excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 meter and lead upto 30 metre and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation. csi no. 4.01 earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside uppcl area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. csi no. 4.10 concrete with 4cm gauge stone ballast down graded, coarse sand (fm 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour, tools and plants etc. required for proper completion of the work. csi no. 5.02 cement concrete with 2cm gauge approved hard stone ballast, coarse sand (f.m. 1.8 to 2.5) and cement in proportion of 4:2:1 including supply of all materials, labour,side shuttering if r
Sector: Distribution