Construction of toe wall along the left bank of Balole Nallah for the protection of New Barrel of canal syphon

Amount

Labour required for demolishing of old damage crates for making space for const of toe wall

Earth work in excavation by mech means (hydraulic excavator) in trenches for foundations, dcrains, pipes, cables etc (not exceeding 1.5m in epth) and for shafts, wells, cesspits and the like not exceeding 10 sam 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 within a lead of 50M. All kinds of soil;

Dumping stone excluding cost of stones in Horizontal on level

Filling available excavated earth (excluding rock in trenches plinth sides of foundations etc layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 M and lift upto 1.5 m .Deduct for not watering the excavated earth for banking.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work upto plinth level.

1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) crushed.

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

Centering and shuttering including strutting propping etc and removal of form for :

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

12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand)

Carriage of material by mechanical transport from source to site of work including loading unloading and stacking.

Sand average diatance 25 Km

stone aggregate below 40mm nominal size average diatance 16 Km

Carrige of stone average distance 50M by Head Load

Ashok Kumar

Sandeep Singh

Ram Pal Sharma

Puran Chand Contractor

MOHD IQBAL