Details: earth work in mar, kabar and kanker mixed soil with 1.50 m lift and 30.00m lead 0.00 to 1.50 m 1.50 to 3.00 m excavation of softrock without blastin i.d.s 4.25, 4.34 (a,b) 3.00 to 4.50 m 4.50 to 6.00 m 6.00 to 7.50 m excavation of hard rock by private blasting unit for deepening of well 7.50 to 9.00 m 9.00 to 10.50 m 10.50 to 12.00 m disposal of blasted material from the well 7.50 to 9.00 m 9.00 to 10.50 m 10.50 to 12.00 m p.c.c in 1:3:6: with cement, sand and 40mm gauge stone ballast. rcr stone masonary work in 1:4 with cement and coarse sand mortar 7.50 to 6.00 m 6.00 to 4.50 m 4.500 to 3.00 m 3.00 to 1.50 m 1.50 to 0.00 m 0.00 to 0.40 m cement concrete work with 1:2:4 cement sand mortar & granite stone grit ar top of parapet. 12mm thick plaster in 1:3 with cement and sand mortar dewatering by 8.00 hp diesel pump set during work s/f of marble stone name plate supply of iron frame with cover having size 0.50mx0.50m frame made of angle iron section 50x5mm with welded hole pass 0.15m, c
Sector: Irrigation