Constructing GEO CELL Wall for strengthing slope and bed of Sujlam suflam spreading Canal between ch.300.00 km to 303.00 km.

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Earth work in embankment from borrow 2448.00 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 2400.40 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) made from 1356.87 Cum 3200.00

high density polyethylene & special

additives to make a strong cellular

confinement system (poly-density as per

ASTM 1505) & environmental stress

crack resistance (as per ASTM 1693)

with thickness (as per ASTM D5199) of

1.2mm with Weld Space of 445mm and

Cell Depth of 200mm. (Rate includes

price of filling 20mm kapchi (5-10% of

cell) alongwith local sand, 12mm/16mm

dia and 200-300 mm long MS J pins. It

also includes PCC-1:3:6 filling upto 5 cm

on the outer facia of the

geocells.)(excluded GST @ 18 %)

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx