Details: earth work excavation in hard stiff clay soil with initial lead and lift as per ss 20b for foundation as per sl. no.148 c.c. 1:4:8 mix using 40mm metal including cost and conveyance of all materials to site and all labour charges etc., complete supply and of centering including cost and conveyance of all materials to site and all labour charges etc., complete - core wall c.c. 1:3:6 mix using 20mm metal including cost and conveyance of all materials to site and all labour charges etc., complete collection and supply of gsb filling including cost and conveyance to the siteand all labour charges for filling as per standard specifications providing and laying paver block of 60mm thick approved design made out of 12mm and 6mm hbgs chips in m30 mix properly cured to attain the required strength, laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work sit
Sector: RDPR