A R and M O Rural Road under SD-II under CD, APWD, Diglipur during 2025-2026

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil.

Providing making Gabion structure for erosion control, and protection works with polymer wire crates of sizes each divided into 1.00 mtr compartments by cross netting with mesh opening size 150mm x 150mm made from 9mm polymer rope (PP) Grade-I having weight of 40grm/m with a tolerance of + or -8%.1560kg breaking strength (min) and after 1000 cycles of abrasion, the rope shall be subjected to tensile test as per IS:7071 (Part-IV)-1986, which shall be more than 85% of the original breaking strength of the rope, the crates shall be filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 9mm polymer wire as per the specification of standard specification of gabions and as per the direction of the Engineer-in-charge.

Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 3.00m x 1.00m x 1.00m.

Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 2.00m x 1.00m x 1.00m

Polymer wire crates of mesh size 150mm x 150mm woven with 9mm dia. Polymer wire crate size of 1.00m x 1.00m x 1.00m.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.