Construction of S/pucca Drain at Hakas gujjar mohallah

Amount

Earh work in excavation by manual means over areas ( exceeding 30 cm and up to 1.5 mtr in width and 1.5 mtr in depth as well as 10 sqm on plan ) incl. disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in All kinds of soil.

Dry Random Rubble Masonary with hard stone in foundation and plinth Using Nallah stone with out bond stone

proviing & laying dry stone agg mixed with sand or crusher dust 40mm nallah stone agg.

1:3:6 ( 1 cement :3coarse sand :6 graded stone aggregate 20 mm nominal size) Cr.

Providing and laying in position cement concrete (1:3:6)mix in foundation &plinth using 20mm Nallah stone aggregate with 30%boulders excluding shuterring including all leads and lifts complete:

Centring and shuttering including strutting propping etc. and removal of form

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement :6 fine sand )

jiya lal

bachitter singh