Details: item earth work in mar, kabar and kanker mixed soil with 1.50 m lift and 30.00 m lead 0.00 to 1.50 m 1.50 ---3.00 m 3.00 ---4.50 m 4.50---6.00 m 6.00---7.50 m 7.50---9.00 m 9.00---10.50 m 10.50---12.00 m 12.00---13.50 m 13.50---15.00 m exeavation of softrock without blastin i.d.s 4.25, 4.34 (a,b) 0.00 ---1.50 m 1.50 ---3.00 m 3.00 ---4.50 m 4.50 ---6.00 m 6.00 ---7.50 m 7.50 ---9.00 m 9.00---10.50 m 10.50---12.00 m 12.00---13.50 m 13.50---15.00 m excavation of hard rock by private blasting unit for deepening of well 0.00 ---1.50 m 1.50 ---3.00 m 3.00 ---4.50 m 4.50 ---6.00 m 6.00 ---7.50 m 7.50 ---9.00 m 9.00---10.50 m 10.50---12.00 m 12.00---13.50 m 13.50---15.00 m cleaning of loose material as blasted stone from the well after blasting 0.00 ---1.50 m 1.50 ---3.00 m 3.00 ---4.50 m 4.50 ---6.00 m 6.00 ---7.50 m 7.50 ---9.00 m 9.00---10.50 m 10.50---12.00 m 12.00---13.50 m 13.50---15.00 m p.c.c in 1:3:6 with cement, sand and 40mm gauge stone ballast. rcr stone masonary work in 1:4
Sector: Irrigation