Construction of Flood Protection work by way of stud with revetment crates and Earthen embankment to safeguard the critical/valuable spot at Beliecharana on left Side of River Nikki Tawi (spot-I) At Spot

Amount

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

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Banking excavated earth in layers not exceeding 20cm in depth breaking clods flood bank , Marginal bank and guide bank etc, lead upto 50m and left upto 1.5m in all kind of soil

Dry stone pitching (any thickness) excluding cost of stones on Horizontal

Dry stone pitching (any thickness) excluding cost of stones on Slope

Supply of Nallah Stones

Carriage of stones from near source to site of work

Carriage of RBMs from near source to site of work

Providing of 4mm B.A wire Knitted crates of Size (6.0Mt x 1.5 mtr x 1.5 mtr) of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per relevant IS Standard / code

CHAMEL SINGH

MATINDER KOUR

JASWANT SINGH

M/S SURJEET SINGH MANHAS

MUKESH SINGH CONTRACTOR

ASHOK KUMAR

Chait Ram

M/s MOHD IQBAL BATT

mohd ramzan