Construction of damaged section incl construction of retaining toe wall of minor II of D 17 of Main Ravi Canal between RD 300 to 700M at places

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, 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

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) Dry

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) Wet

Dismantling concrete grouted stone pitching in aprons drains etc.including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Dumping stone excluding cost of stones. in Horizontal on level

Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete.

Centring and shuttering including strutting, propping etc. and removal of form for : Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc

Supply of Nallah Stone

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, onsolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Carriage of Materials from Source to site of work a) Carriage of Cement av. 20 Kms by Mechincal Transport and 200M by Head Load

Carriage of Materials from Source to site of work b) Carriage of Sand and Bajri av. 10 Kms by Mechincal Transport and 200M by Head Load

Carriage of Materials from Source to site of work c) Carriage of 40MM Stone Agg. av. 10 Kms by Mechincal Transport and 200M by Head Load

Carriage of Materials from Source to site of work d) Carriage of Stone Agg. av. 10 Kms by Mechincal Transport and 200M by head load

pardeep singh

VIKRAM SINGH