Construction of damaged causeway in km 3rd on Kanger Bhalwal road.

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 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed.

Providing and Laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate) 20mm nominal size excluding the cost of centering and shuttering. All work up to plinth level (crushed stone aggregate)

Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars.

Centering and shuttering incl. strutting propping etc and removal of form work for

Retaining walls, return walls, wall (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

Edges of slabs and breaks in floors and walls upto 20cm wide.

Hand packed stone filling in wire crates including cost of stones and cost of crates (crate size 6.0mtr x 1.20m x 1.20mtr of standard mesh)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.

Disposal of excavated mulba by mechanical transport including loading / unloading al complete as per directions of engineer in charge avergage lead 5.00kms

Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg . of cement and 0.25 cubic metre of coarse sand for expansion joints

Labour engaged for making diversion for smooth flow of traffic.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate below 40mm nominal size average lead 10.0 Km

Sand for average lead 10.0 Km

Stones for average lead 10.0 Km

Sunil Kumar Kerni

VIKRAM SINGH