Improvement and Restoration of Chapper Distributry RD 1300 to 1900M incl construction of 1 No Tractor Crossing and 2 No Tractor Crossing On Ujh Canal RD 12700M and RD 13150M Part A

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr. Including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kind 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)

Demolishing Stone rubble masonary manually/by mechanical means including satcking of serviceable material and disposal of unserviceable material with in a lead of 50M

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) : Crushed

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for RCC Work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars.

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

Supply of Nallah stones

Filling available excavated earth (excluding rock) in sides of foundations/places etc. in 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

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

Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls

Carriage of Materials from Source to site of work Carriage of Cement av. 5 Kms by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Sand and 20mm stone aggregate av. 5 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Sand and 20mm stone aggregate av. 6 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Stone 40mm stone av. 5 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Stone 40mm stone av. 6 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Stone aggregate av. 6 Km by Mechanical Transport

SURESH KUMAR GOVT CONTRACTOR

SUNIL KUMAR

BISHVJEET SINGH JAMWAL

Semerjeet Singh

Chuni LaL