Construction of Flood Protection work from Kallar bridge to Land of Latif Ahmad Koolay and Wani

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 :

Hand-packing stones in wire-crates; excluding cost of crates and stones

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

Supply of Stone boulder (nallah) nominal size 225 mm

Supply of B.A wire Crates (4mm dia) of size 16' x 16' (mesh size 4" x 4") weight not less than 50kg by machnical transport avg. 15 km

Carriage of materials from source to road site of work by mechanical transport including loading , unloading and stacking Nallah stones from Avg. 02 km

Carriage of materials from road site to site of work by manual labour through a lead of 80 mts including loading, unloading and stacking. Nallah Stones

Crates

Supply of B.A wire Crates (4mm dia) of size 16' x 16' (mesh size 4" x 4") weight not less than 50kg including carriage and headload and provide manufacturer report as desired by Engineer incharge.

B.A Wire