Restoration of cuts and outlets of D-4 of Main Ravi Canal RD 1700 to 2400M (at places)

Amount

Clearing of jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of the rubbish, lead up to 50 m and lift up to 1.50 m in all kinds of soil.

Silt clearance from canal inclusive of initial lead and lift 50 m and 1.5 m resp.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 m lead (1:3:6) or richer mix.

Earthwork in excavation by manual means in tranches for foundation, drains, pipes, cables etc (not exceeding in 1.5M in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5M, including getting out excavated earth and disposal of surplus excavated earth as directed (1M from cutting edge) All kinds of soil

Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All work upto plinth level. 1:3:6 (1 Cement:3 Coarse Sand:6 graded stone aggregate 20 mm nominal size), crushed aggregate

Centering and shuttering including strutting, propping etc. and removal of from work for:-

Foundations, footings, bases of columns etc for mass concrete

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Dumping stone excluding cost of stones. In Horizontal on level.

Supply of stones

Providing and fixing uPVC pipe (working pressure 4 kg/cm2) single socketed pipe 110 mm dia

Labour used for fixation of uPVC Pipe

Providing and fixing UPVC bend 87.5° 110 mm bend

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia. R.C.C. pipe

Carriage of material from source to site of the work

a) Sand and Aggregate avg. 10 km by MT and 100 m by head load

b) Carriage of stone from source to site of work average 5 km by MT and 100 m by head load

SANDEEP SINGH

YASH PAUL GOVT. CONTRACTOR