Construction of Crated Revetment along with earthen embankment and studs on left bank of Nikki Tawi from Ring Road Bridge to Indo-Pak Border (at Spots).

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 of stones in wire crates excluding cost of stones and crates

Tipping stone-filled wire crates in position; including equipment charges.

On horizontal

On slopes

Earth work in rough excavated, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m, in all kinds of Soil.

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks lead upto 50m and lift upto 1.5, in all kinds of Soil.

Supply of Stones

Carriage of stones from neareast source to site of work 35 km by MT including loading, unloading, stacking complete