Construction of retaining wall at tower location No. 29 of 132KV Ranikhet-Bageshwar S/C line on D/C tower under OandM Division, PTCUL, Almora

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or pits of any size, including dressing of sides and ramming of bottoms including getting out the excavated soil disposal of surplus excavated soil, as directed including all leads and lifts.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in benching/revetment work including disposal of surplus excavated soil as directed including all leads and lifts, disposed earth to be neatly levelled and dressed.

Filling available excavated earth (excluding rock) in trenches plinth, side of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m lift upto 1.5 m.

Random rubble masonary in hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 upto plinth level with cement mortar 1:6

Providing and laying in position cement specific grade of reinforcement concrete including the cost of centering shuttering finishing all work upto plinth level 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Grade stone aggregate 20 mm nominal size).

Providing weep hole with 75 mm PVC pipe size (pressure 6 Kg/Sqm in proper slope).

Providing and laying in position cement concrete of specific grade excluding cost of centring and shuttring all work upto plinth level 1:4:8 (1 Cement : 4 Coarse Sand : 8 Grade stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specific grade including cost of centring and shuttring all work upto plinth level 1:2:4 (1 Cement : 2 Coarse Sand : 4 Grade Stone aggregate 20 mm nominal size).

Head load of material from road head to tower location upto half of Kilometer.

MS Steel bar.

krishna infrapower Pvt.Ltd

RAGHVENDRA SINGH BOHRA

SHAGUN ELECTRICALS AND CONSTRUCTION