Details: supplying of local earth filling by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides offoundation etc. complete of all lift . earth work in excavation by mechanical means (hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavatedsoil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per si. no. 251 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stoneaggregate 40 mm nominal size derived from natural sources). as per si. no. 274 m-150 brick work in 1:4 with coarse sand as per si. no. 305a cement concrete in 1:2:4 .with 20 mm nominal stone aggregate. as per si. no. 601a constrution of granular sub base by providing well graded material spriding in uniforn layer with
Sector: Export promotion