Permanent Restoration on Road from Kothar to Pounthal under Package No. JK05-210,Block-Dansal District Jammu, Length 8.00 Kms

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1 m from cutting edge in 70% All Kinds of Soil and 30% Ordinary rock.

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 1:5:10 (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).

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

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

Back Filling/Filling of pot holes by way of providing and laying of RBM filling including cost of consolidation and all leads,lifts and carriage complete.

Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete.

Sand below 40mm nominal size average lead 10 KM by MT.

Stone-Aggregates below 40mm nominal size average lead 20 KM by MT.

Stone-Aggregates 40mm nominal size & above average lead 20 KM by MT.

Stone at an average lead 15 KM by MT.