Protection of spillway channel towards Basati Nallah RD 123 to 130 M by providing wire crate wall and cement concrete work which was damaged due to heavy rainfall during monsoon 2025

Earth work in excavation by mechanical means (Hydraulic excavation ) manual means over areas ( exceeding 30 cm in depth but exceeding 1.5 m inwidth as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

Wire crates of G.I wire filled with square cut faces against the wire (wire creates 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 walls.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement :4 coarse sand): 8 graded stone aggregate 20 mm nominal size)

Centering and Shuttering including strutting, propping etc. and removal of formwork for:-Foundation, Footing, bases for columns.