Construction of P/Wall near Culvert from L/O Noor Mohammad Shah to L/O Ab Rashid Mir and onwards at Dub Canal Kanul Benhama Phase I

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 stone soling hand packed in horizontal on level including cost of stones.

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 with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Carriage of different materials by Mechanical Transport including loading ,unloading and stacking from different sources upto road side of work.

Sand for an average lead of 03 km.

40mm stone aggregate for an average lead of 03 km.

20mm stone aggregate for an average lead of 03 km.

Stones/Stone Soling from for an average lead of 03 Km.

Carriage of different materials by manual labour including loading ,unloading and stacking from road side upto actual site of work for an average lead of 100Mtr

40mm stone aggregate

20mm stone aggregate

Stones/Stone Soling