Constructing GEO CELL Wall for Flood Protection at Tetoda Gaushala at village Tetoda, Ta.Deesa, Dist.B.K.

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Earth work in embankment from borrow 715.00 Cmt. 122.00

pits in all sorts of soil and soft murrum or

other suitable strata as directed

including breaking the clods and

dressing to the design sections including

cutting the proud section with lead as

under and all lift including clearing the

site including dewatering etc. comp. (A)

For all canal capacity. (c) 200 to

Mt. And Extra lead charges for each

additional km lead or part thereof

beyond 1.0 km and upto 5.0 km for

embankment work including all lifts etc.

complete.(for Extra 2 km)

2 Excavation in all sorts of soil (including 806.00 Cmt. 79.00

wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft

murrum & H.M. including sorting &

stacking and depositing the excavated

stuff in uniform layers as and where

directed upto lead of 30 m and lift as

shown below including clearing the site

etc. compute (including dewatering).

(B) For foundation trenches of C.D. work

(a) 0 to 3 Mt. depth

3 HDPE Geocell (445/200) (Incl. of 1627.08 Cum 2698.00

Design, Supply, Installation with local

material, kapchi, ms steel 12mm rod

pieces, and other accessories. Geocell

filling with mixture of 20mm Aggregate

and locally available sand as

discussed.Outer face of wall two Raw

cell Filled with Full quantity Of aggregate

& another inner cell ¼ filling with

aggregate on the back side.

Transportation upto Banaskantha is also

included. Total 5 layers for 1 cubic mtr.

(excluded GST @ 18 %)

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx