Details: earthwork in excavation in all kind of soil cement concrete 1:5:10 with 40mmgauge stone aggregate. shear key rcc m20 cold twisted deformed (ribbed/ tor steel bar) bars fe 500 grade as per is 1786-1985, for r.c.c works, where not including in the complete rate of rcc including bending and placing in position complete random rubble masonary or polygon rubble masonary in cement mortar 1:6 providing weep holes in brick masonary plain/reinforced concrete abutment ,wing wall/return wall with 100mm dia pvc pipe ,extending through the full width of the structure with of 1v:20h towards drawing face complete as per drawing and technical specifications., providing and laying of filter media with granular materials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and size towards thewall and provided over the entire surface behind abutment, wing wa
Sector: Power Sector