Construction of Snow avalanche bund at Khokhojal Shatat Jal Shimsha (Type A, B and C)

Earth work in excavation by mechanical means (Hydraulic excavator) over areas fexceeding 30cm indepth, 1.5m in width as well as 10 sq mon plani including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m,as directed by Engineer-in-charge

All Kind of soil 80%

Ordinary Rock 15%

Hard rock (B.P) 5%

All Kind of soil 80%

Ordinary Rock 15%

Hard rock (B.P) 5%

All Kind of soil 80%

Ordinary Rock 15%

Hard rock (B.P) 5%

All Kind of soil 80%

Ordinary Rock 15%

Hard rock (B.P) 5%

Hand-packing stones in wire-crates/ gubions including cost of crates and stone

Constructing vertical bunds with sloping faces, by boulder filling dry, hand packed tightly); including cost of stones and cost of wire crates

Design for stability check overturning including scourdepth dully vetted from NIT Srinagar/ any other recognised NIT as per the direction of site engineer

Carriage of different materials from sources to actual site of work including Loading unloading and Staking Complete.

(i) Stone by an avg of 3 KM by MT

(ii) Crate by an avg of 30 KM by MT

(iii) Stone by an avg 100 mtr by Headload

(iv) Stone by an avg of 2000 Mtr by Head load by MT

(v) Crate by an avg of 100 Mtr by Headload

(vi) Crate by an avg 2000 mtr by Headload