Reparing of damaged Feeding channel of Irrigation Tank wavoora behind damaged school building Katawyawali Gagal A.

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Providing and laying of Dry Stone Soling.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 coarse sand)

Carriage of Materials from source up to road side of site of work by Mechanical Transport including loading, unloading and stacking

Stone aggregrate 20 MM from avg. 18 Kms

Stone aggregrate 40 MM from avg. 18 Kms

Sand from an avg. 40 Kms.

Cement from an avg. 10 Kms

Stone Soling from an Avg. 05 Kms

Supply of 2" dia HDP pipes.

ZAHOOR AHMAD KHAN

M/S JAFAR MUSHTAQ KHAN