Details: e/w in mar, kabar and kanker mixed soil with 1.5 m lift and 30mtr. lead.(id sch. ch.vi s.n. 1a) 0.00 to 1.50 m 1.50 to 2.50 m excavation of soft rock without blasting from 3.50 m to 5.50m deep & 6.8mtr dia.(ch. vii s.n.8) 2.50 to 3.50 m 3.50 to 4.50 m 4.50 to 5.50 m blasting of hard rock for deepeninig of well from 5.50 to 14.00 depth in 6.00mtr dia. 5.50 to 6.00 m 6.00 to 7.50 m 7.50 to 9.00 m 9.00 to 10.50 m 10.50 to 12.00 m 12.00 to 13.00 m taking out loose material(blasted stones) from the well after blasting from 5.50m to 14.00m deep including dressing of internal surface. 5.50 to 6.00 m 6.00 to 7.50 m 7.50 to 9.00 m 9.00 to 10.50 m 10.50 to 12.00 m 12.00 to 13.00 m cement concrete work with 1:3:6 cements, sand mortar and stone ballast 25-50mm size with all charges. well foundation
Sector: Irrigation