LOT 5

Amount

Earthwork in foundation in dry soil (loam clay or sand) including lift upto 1.50 m and lead upto 30 m and including backfilling, watering and ramming of excavated earth into the tranches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trenches.

Laying P.C.C. 1:3:6 under Raft, key and wall etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.

Laying R.C.C. M-25 (1:1:2) in Raft, wall, bridge slab etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.

Laying C.C. M-15 1:2:4 in protection work etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.

Laying C.C. M-25 (1:1:2) in linning and wearing coat etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.

Centering and Shuttering for ordinary R.C.C. Works including cost of all labour, material and T&P etc. Complete.

Laying of reinforcement in R.C.C. Including cutting, bending, binding and placing in position etc. Including cost of all labour, material and T&P etc. Complete required for proper completion of work as per directed by the Engineer-in-charge.

S/F 60 Cm. Long 50mm dia P.V.C. Pipe spout including cost of all labour and T&P etc. Complete.

Earth work in filling for making diversion to be in 20 cm layers including ramming and dressing the surface to be required levels and slopes and also including 1.5 lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in- charge. . :- per M3

Providing & laying brick on edge soling (kharanja) including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Providing brick line edging on both side of road including all costs of T&P material required for proper completion of work as directed Engineer-in -charge.

Dismantling of Road from diversion including cost of all labour and T&P etc. Complete.

Earth work in filling for making Approach Road to be in 20 cm layers including ramming and dressing the surface to be required levels and slopes and also including 1.5 lift and 30 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in- charge. . :- per M3

Providing and laying W.B.M. Grade I, compacted to 100 mm thick with 45-90 mm stone ballast: Per Cu.M.

Providing and laying W.B.M. Grade II, compacted to 75 mm thick with 45-63 mm stone ballas: Per Cu.M.

Providing and laying W.B.M. Grade III, compacted to 75 mm thick with 22.4 – 53 mm stone ballast: Per

Providing and laying 50 mm thick B.M. over W.B.M. Surface : Per sq.m.

Providing and laying 25 mm thick S.D.B.C. over B.M. Surface : Per sq.m.

First coat bitumen painting over W.B.M. Surface with 16-22.4 mm precoated grit, 80/ 100 maxfalt: Per sq.m.

Providing and applying Tack coat over prepared surface with M.S. bitumen emulsion @ 0.30 Kg/ sqm.: Per M2

Providing and laying 20 mm thick open grade premix over a tack coat :- per sq.m.

Providing and laying Seal coat Type – B with 2.36 mm well graded approved grit and 80/100 bitumen emulsion:- per sq.m.

Bhoomi Prakash Sharma