Construction of Flood protection work by way of revetment crates and earthen embankment on right side of River Nikki Tawi from Omman Post to Makwal Forward Post along International Border at Village Makwal (At spots) Part-C.

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

Dry Stone pitching (any thickness) excluding cost of stones.

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 30 km by MT including loading, unloading, stacking complete

Carriage of earth at an average distance 01 km by MT from source to site including loading and unloading of material

Carriage of RBM at an average distance 30 km by MT from source to site including loading and unloading of material

Providing of 4mm B.A wire Knitted wire crates of Size ( of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per IS Standard / code

Knitted crate size (6.00x 1.50x 1.50 mtr)