Details: earth work in excavation by mechanical means (hydraulic excavator )manual means over areas (exceeding 30 cm in depth, 1:5 m, in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 as direction by engineer-in-charge. wire crates of g.i wire filled with square cut faces against the wire (wire crates to be measured & paid for separately). wire crates of g.i wire filled with boulders with square cut faces against the wire (boulder filling to be measured & paid for separately). g.i wire 5mm thick corresponding to swg-6 15 x 15 cm mesh. stone filling behind the crate wall. providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - all work up to plinth level :1:2:4(1 cement : 2coarse sand) : 4 graded stone aggregate 20 mm nominal size).a) foundation and plinth. centering and shuttering including strutting, propping etc. and removal of formwork for:-foundation, footing,
Sector: Distribution