Work

Following works are to carried out for work of Revetment with all cost of Men Materials T&P, Transmission Loading/Unloading etc as per Technical Specification & Drawing for proper completion of the work with due safely & precaution as per direction of the Supervisor Engineer :

Excavation of Foundation in ordinary soil upto 1.0 meter depth at lowest level alongwith filling watering and ramming of excaveted Earth in the trench upto the space of building and sides of the Foundation

P.C.C.-Cement Concrete with cement coarse sand and 40 mm Brick/Stone Ballast mixture in ration of 1:6:12 in Foundation and under floor as per technical and drawing

R.C.C.-Cement Concrete with cement coarse sand and 20 mm Stone Ballast mixture in ration of 1:1.5:3 in Foundation and under floor as per technical specification and drawing

Installation of Re-inforcement bar as per technical specification and drawing

Earth filling under floor and in the area of Revetment for the Tower including the cost of Earth to be obtained from outside including watering, ramming, levelling and dressing of Earth including the cost of Earth Royalty, Taxes etc.

Making weep holes by providing pieces of plastic pipe using approx, total length 70 mtr. Including in accordance size and fitting them in two layers at the span of 2.0 mtr. Length at the 0.5 mtr. 1.25 mtr. 2.0 mtr. Respectively from the top of the revetment wall.