Construction of Tractor Crossing on Hiranagar Disty U 6 at RD 200M approx

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)

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 20 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 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)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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

Dumping stone excluding cost of stones. in Horizontal on level

Supply of Nallah stones

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

Carriage of Materials from Source to site of work Carriage ofCement and Steel av. Lead 05 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Sand and Stone agg. 20MM av. Lead 05 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Stone agg. 40MM av. Lead 05 Km by Mechanical Transport

Carriage of Materials from Source to site of work Carriage of Stne av. Lead 04 Km by Mechanical Transport

Parveen Kumar Govt. Contractor

Semerjeet Singh

BISHVJEET SINGH JAMWAL

SURESH KUMAR GOVT CONTRACTOR

M/S PARDEEP JAMWAL GOVT CONTRACTOR