Work of construction of revetment protection wall at tower no 19 of 132KV kashipur Bazpur line and at tower no 84 of 132KV Kalagarh Ramnagar line under 132KV OandM Division, Kashipur

Amount

132 KV Kashipur-Bazpur Line (Tower no.19)

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

Providing and laying in position specified grade of reinforced cement concrete includind the cost of centring and shuttering finished all work upto plinth level 1:1.5:3 (1cement: 1.5coarse sand: 3 graded stone aggregate 20mm nominal size) with 12mm steel bar, cost of all material, labour, T&p required for proper completion of work.

Structural steel work (MS bar) in single section fixed with or without connecting plate including cutting, hoisting, fixing in position complete in all respect.

RR stone masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement :6 coarse sand :12 graded stone aggregate 20mm nominal size) up to plinth level with cement mortar 1:6(1cement : 6 coarse sand) including cost of material, labour and T&p etc

Providing and laying in position specified grade of cement concrete required for top of revetment wall in 1:3:6(1cement:3coarse sand: 6graded stone 20mm nominal size) including cost of all material, labour and T&p.

Supply and spreading of earth by earth work in excavation by mechanical/manual means over one side of revetment wall ,in layer not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering including all lead lifts.( land of earth supply to be arranged by contractor at his own cost.)

132 KV Kalagarh-Ramnagar Line (Tower no.84)

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

Providing and laying in position Cement concrete of specified grade including cost of centering and shuttering-All work upto plinth level: 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20mm nominal size) .

Cement concrete 1:4:8 (1 cement :4 coarse sand:8 graded stone aggregate 40mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and timping complete.

Brick work with machine perforated bricks of class designation 125 conforming to IS 2222- 1991 in superstructure above plinth level up to floor five level in cement mortar 1:6 ( 1 cement : 6 coarse sand) With F.P.S. bricks.

Supply and spreading of earth by earth work in excavation by mechanical/manual means over one side of revetment wall ,in layer not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering including all lead lifts.( land of earth supply to be arranged by contractor at his own cost.)

12 mm cement plaster of mix 1:6 (1cement : 6 fine sand )

Making weeping holes around the revetment including cost of 65 mm PVC pipe for weeping holes and its fixation complete

KUMAUN ELECTRICALS