Flood Protection and River Training works by way of construction of crate Gabion Protection wall on Gogaldara Nallah from RD 12500m to RD 17600m.

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 & 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%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, 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 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with quarry stone with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage of Material from available Sources to road site of work by Mechanical Transport including loading, unloading and stacking. Quarry stone for an Avg. Lead of 40 Kms from Baramulla.

Carriage of Material from Road site to actual site of work by Manual Labour, including loading, unloading and stacking of quarry stone for an avg. Lead of 100m, .

for an avg.lead of 150m