Construction of flood protection work on Left Sside at Gusoo RD17500m to 17620m

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

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, without watering, with out rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Supply of Stone boulders (Nallah nominal size 225 mm

Carriage of wire crates (mesh size 4" x 4") weight 50 kg by mechancial transport by an avg. distance of 09 km

Carriage of materials by manual means for a lead of 300 mtrs including loading, unloading and stacking Nallah stones .

Carriage of materials by manual means for a lead of 70 mtrs including loading, unloading and stacking Crates

Supply of crates of size 16' x16' (mesh size 4" x 4") weight 50 kg per crate including all leads and lifts.

B.A Wire