UPGRADATION OF WATRED PLAY GROUND AT DALABAL WATRED

Earth Work in Bulk Excavation by Mechanical Means ( hydraulic excavator) over areas ( exdceeding 30 cm in depth 1.5mtr in width as well as 10Sqm on Plan) including disposal of excavated earth lead upto 50 mtrs and lift upto 1.5mtr as Directed by Engineer in Charge. Ordinary Rock :

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)

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.

Head Load of Soling 5omtr lead

Head Load of Sand/ Stone Aggregate 5omtr lead

Add provisions for signboard, Photographes and other unforseen items.