UPGRADATION OF LINK ROAD AT NEW BASTI PALLAR

Earth work in Trench excavation by manual means over areas (not exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 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/Laying Stone soling Nallah hand packed on level in foundation trenches including carriages of Stones.

P/L in position cement concrete of M10 grade including curing but excluding the cost of centering and shuttering. All work upto plinth level (1 Cement :3 F.A.(Natural/M-Sand) :6 C.A. ) with 20mm aggregate

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

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

12 mm thick cement sand plaster of 1:4 mix

Supply and stacking at site 63 mm to 45 mm including carriage by M/T avg. lead 35 km

Laying, spreading and compacting of crushed aggregates of size (63-45)mm size with including carriage of the same from source to site including watering rolling by PRR of 8-10 tonne capacity (complete job)

Supplying and laying of stone dust incl. carriage upto 25 kms by mechanical transport :

Carraige by M.T. of Coarse Aggregate from Source to Site.

Carraige by M.T. of Fine Aggregate from Source to Site.

Add provision for cost of photographs, Citizen Information Board,contigencies charges & other unforseen items (to be paid as per actual)