Permanent Restoration of Dachnipora bridge

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Supply and filling with 2nd class Quarry stones as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing wall return wall Retaining Walls to the full height compacted to firm condition

Supply and filling of Quarry stones in wire crates of 100 x 100 mm mesh, incl. carriages from source to site of work, tipping charges of stone filled crates and cost of wire crates. All complete. (Thickmess of crate wire 4 mm)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete .On steel work

Carriage of 2nd class quarry stones from source to site of work avg. lead 20 km