CONST OF RETAINING WALL TO BACK SIDE ZAAL MOHALLAH MASJID AND CONCREATE PATH FROM CULVERT TO MASJID SHARIEF ZAAL MOHALLAH WARD 5 YARIKHAH

Earth work in excavation by manual means in trenches for foundations or drains ( not exceeding 1.5 mtr in width as well as 10 Sqm on plans) including dressing ofsides ramming of bottoms lift up to 1.5 mtr including getting out the excavated soil and disposal of surpuls excavated soil within a lead of 30 mtr from edge of cutting. All kinds of soils.

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 12mm 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

Add provisions for signboard, Photographes and other unforseen items.