Permanent Restoration on road from Sira to Garhi Package No. JK14-313

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.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted).

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 cement : 5 coarse sand : 10 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)

Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing concrete for plain concrete in openin foundations up to plinth level in 1:2:4 mix using 20 mm nominal size of aggregates

Polygonal/ Random Masonary Rubble Masonsry, Uncoursed/brought-to course,laid dry, with Nallah Stone, in Foundation and Plinth including cost of Through/ Bond Stones

Dumping stone including cost of stones in Horizontal on level

Centering and shuttering including strutting, propping etc. and removal of form for:

Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete.

Sand for an av. 100 Kms disntace.