Permanent Restoration on road from Sudhmahadev to Garsolu Pkg No JK14 309

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

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

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

Providing and laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level .

Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0mm, mechanically edged/selvedged with partitions at every 1m intervaland shall have minimum 10 numbers of openings per meter of meshperpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with leastdimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

Dumping stone including cost of stones in Horizontal on level

Sand for an av. 90 Kms disntace.

Stone Aggregate 40 mm and above Sand for an av. 45 Kms disntace.