Repairing of Rain Damages Occurred in kachchh Branch canal 20.670 km to 46.760 km And its Network for the year 2026-27

BILL OF QUANTITIES

Ite Description of Item (with brief specification Quantity W/O GST

m and reference to book of specifications) Unit In

No figure Amount

Dismantling the C.C. lining including including

disposing off the dis mentalled materials as

directed etc. complete.A-11(a) 7.5 cm thick

Trimming of the canal section manually for

preparing sub grade for laying cement concrete

2 (C.C.) lining in all sorts of soil and murrum 5763.990 Sqmt

including watering and compacting bed etc.

Providing &laying 7.5cms thick cast in situ C.C.

1:2:4 grade with the use of crushed aggregates

for canal lining works incl. use of all

equipments, scaffolding, centering form work Sqmt

etc, with finishing as required to the exposed

surface, making asphalt joints as directed and

watering and curing (without sleepers)with all

lead& lifts etc. complete. (a) 7.5 cm thick lining

Earth work in embankment from borrow pits in all

sorts of soil and soft murrum or other suitable

4 strata as directed including breaking the clods and Cmt. 88.00

dressing to the design sections including cutting

the proud section with lead as under and all lift

including site clearing etc. complete.

Compaction of earthwork in embankment in

uniform layers of optimum moisture content to

required dry density including watering

rammimg manually etc complete .

Clearing silt from canal /drain bed by digging

the same to the required bed level and

gradiant incl. depositing the excavated earth

6 regularly in spoil bank for utilising the same for

preparing the bund after breaking clods as and

where directed for lead up to 200m&lift up to

m as under (excluding weed cutting).

(b) For canal 20 to 250 Cusecs. 23797.200 Cmt. 177.50

(a) For canal below 20 Cusecs. 4778.954 Cmt. 147.90

Excavation in all sorts of soil (including wet

and slushy condition of soil) with yellow,

sandy, gravelly soil including soft murrum &

H.M. including sorting & stacking and

7 depositing the excavatedstuff in uniformlayers Cmt. 79..00

as and where directed upto leadof 30m and lift

as shown below including clearing the site etc.

compute (including dewatering) (A) For all

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

8 "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc.

complete without dewatering and excluding

the cost of steel reinforcement.

8(A) (A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping / 19.680 Cmt. 4190.00

Approach Slab etc.

8(B) (B) For Pier and Abutments / Wing wall / Head

wall / Return wall / Dowel Wall etc. barrel / 88.560 Cmt. 4457.00

Plinth course / Coping / Approach Slab etc.

Providing and Fixing MS Welded Wire Mesh of

size 150mmx150mmx3.8mm dia including

9 cutting in required size, fixing in canal prism Sqmt 92.10

including cover block & binding wire etc

complete as directed

A) Percentage Rate Tender(UptoINR50Cr.)

I/We am/are willing to carry out the work at… ...................... % above/belows percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender

works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words