Details: excavation in foundation in ordinary soil (loam clay, or sand) including filling lift up to 1-5 metrs (5fts.) and lead upto 30 m (100 fts) & 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 plinding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m (100 fts.) from the foundation trenches. as per s.i. no.251 cc 1:4:8 with 40mm gauge stone balast including suplly all metarial labour t&p etc required for proper complection of work as per s.i. no.281 rcc 1:1.5:3 with 20mm stone grit excluding supply of reinfourcement but its fixing & bending with binding 24 bwg gi binding wire and including all neacessory centring shuttering etc complete for required suplly all metarial labour t&p etc required for proper complection of work for raft footing as per s.i. no..287+(279b-279a
Sector: Urban Authority