Repairing of damaged boundary wall at 132KV Substation, Pithoragarh under OandM Division, PTCUL, Almora

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

Random rubble masonary with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone aggregate 20 mm nominal size) upto plinth level with : cement mortor 1:6 (1 Cement : 6 Coarse Sand) cost of all other material i.e. cement, sand, stone etc. labour and T&P, leveling etc. making of weep hole.

Concreting required for bottom pad of retaining wall in 1:4:8 ratio in 40 mm stone ballast including cost of other material cement, sand, stone etc. labour and T&P etc.

Providing and laying in position specific grade of cement concrete required for top pad of retaining wall in 1:3:6 (1 Cement : 3 Coarse : 6 Graded stone aggregate 20 mm nominal size).

Filling available excavated earth (excluding rock) in trenches, plinth, sides 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 mtr.

Building toe wall in 1:3:6 cement concreting on top of the retaining wall for wire mesh fencing.

Providing and fixing wire mesh fencing with four now barbed wire.

R C ENTERPRISES

RAGHVENDRA SINGH BOHRA

krishna infrapower Pvt.Ltd