CONST OF DRAIN FROM BASHIR AHMAD DAR TO SHOWKAT AHMAD DAR AT RAITHAN

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:

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

P/L in position cement concrete of 1:4:8 Nominal mix including curing but excluding the cost of centering and shuttering. All work upto plinth level (1 Cement :4 F.A.(Natural/M-Sand) :8 C.A. ) with 40mm aggregate (including carriage of all materials)

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 12mm thick Cement Plaster in 1:6 mix

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) ,Ordinary cement without any pigment.

Carriage of Stone Aggregate by M.T for an average lead of 25kms

Carriage of Stone Soling by M.T for an average lead of 15kms

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

Add provisions for signboard, Photographes and other unforseen items.