Const of P Wall on Tulmullah near GMS Korag Ganderbal Phase Ist

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Dumping of stone including cost of stones.

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 site of work.

Sand for an average lead of 7 km.

40mm stone aggregate for an average lead of 14 km.

20mm stone aggregate for an average lead of 14 km.

Stones/Stone Soling from for an average lead of 14 Km.