CONS OF DRAIN AND RETAINING WALL AT WANI AND DAR MOHALLAH WARD NO 5 WATRED

Demolishing/Dismantelling cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer incharge.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soil, with disposal lead upto 1 m from cutting edge

Providing/Laying Stone soling Nallah/Plum hand packed on level in foundation trenches including carriages of Stones.

P/L in position cement concrete of 1:3:6 Nominal mix 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 (including carriage of all materials)

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

P/A 12 mm thick cement plaster of mix 1:6 (1cement: 6 fine sand) (including carriage of all materials)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. Walls in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for RCC works incld. straightening bending cutting placing in position and binding all complete (TMT Bars)

Carriage of Sand/ Stone Aggregate by M.T for an average lead of 30kms.

Carriage of Stone Soling by M.T for an average lead of 20kms.

Add provisions for signboard, Photographes and other unforseen items.