Repairing of Rain Damages Occurred in Kachchh Branch Canal 46.760 Km to 65.759 Km and its Network for the year 2026-27.

Item no Quantity Description of Item (with brief W/O GST

specification and reference to Unit In

book of specifications) figure Amount

Dismantling the C.C. lining including

including disposing off the

1 1477.209 dismentalled materials as directed etc. Sqmt

A-11(b) 7.5 cm thick lining

Dismantling the C.C. lining including

including disposing off the

1(a) 6214.030 dismentalled materials as directed etc.

A-11 10 cm thick lining

Earth work in embankment from borrow

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 Cmt.

including cutting the proud section with

lead as under and all lift including site

clearing etc. complete. (A) for all canal

(C) For 200-1000 cusec canal capacity

Extra lead charges for each additional km

lead or part there of beyond 1.0km and upto

16729.415 5.0km for embankment work including all Cmt. 51.00

lifts etc. complete.

=3*17 Cum/Km=51 per Cum

Compaction of earthwork in embankment in

3 16729.415 uniform layers of optimum moisture content Cmt. 8.42

to required dry density including watering

rammimg manually etc complete .

Providing & laying 7.5 cms 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,

4 1475.020 scaffolding, centering form work etc. with Sqmt 344.10

finishing as required to the exposed surface,

making asphalt joints as directed and

watering and curing (without sleepers) with

all lead &lifts etc. complete.

Clearing silt from canal /drain bed by digging

the same to the required bed level and

gradiant incl. depositing the excavated earth

regularly inspoil bank for utilising the same

fo rpreparing the bund after breaking clods

and where directed for lead upto 200m&lift

up to 3 m as under (excluding weed cutting).

(b) For canal 20 to 250 Cusecs.

Trimming of the canal section manually for

preparing sub grade for laying cement

6 7691.239 concrete (C.C.) lining in all sorts of soil and Sqmt. 72.80

murrum including watering and compacting

bed etc. complete.

Providing and laying plain / reinforced

cement concrete lining of M-15 grade in bed,

side slopes and curvature including

batching, mixing, transporting, placing,

vibrating, smooth finishing, curing including

dewatering where required.( MANUALLY

WITH CONVENTIONAL MIXER ) 10 cm

thick lining in bed (With Water Curing)

Providing and laying plain / reinforced

cement concrete lining of Nominal Mix, M-

15, (MSA-20 mm) in bed, side slopes and

curvature, including mixing, transporting,

8 3722.530 placing, vibrating, smooth finishing, curing, Sqmt. 565.90

including dewatering where required.

(MANUALLY WITH CONVENTIONAL

MIXER ) 12.5 cm thick lining in slope (With

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

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

by "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. (B)

For Pier and Abutments / Wing wall / Head

wall / Return wall / Dowel Wall etc.

Repair and Test for 1 joint for GRP Pipe line

After the Laying Pipe leakage found then

repair on site Calculation including cost

repair, Desilting, Dewatering and Excavation

work etc. complete as directed by EIC. (a)

600 mm -1000 mm Dia

Providing,Supplying,Lowering, laying and

jointing in proper grade and alignment

Glass fibre reinforced polyester pipes

confirming to BIS -12709 / BIS 14402 with

double bell REKA GRP coupling EPDM

11 60.000 rubber gaskets for sealing of following RMT 5028.00

pressure diameter and stiffness class

excluding cost of all material and labour

required, insurance, transportation to store,

unloading and stacking etc. complete.

B. Class SN 5000 6 kg/Cm2

Excavation in all sorts of soil (including wet

and slushy condition of soil) with yellow,

sandy, gravelly soil including soft murrum &

12 664.830 H.M. including sorting & stacking and Cmt. 79.00

depositing the excavatedstuff in

uniformlayers as and where directed upto

leadof 30m and lift as shown below including

clearing the site etc. compute

(including dewatering)

(A) For all canal capacity

(a) 0 to 3 Mt. depth

Backfill with selected earth including

13 15.600 rammingconsolidation including watering cum 67.00

with lead as under and all lifts etc. complete.

Providing and laying CC 1:2:4 grade using

cement, sand & crushed metal

incudingproviding & erecting necessary form

14 0.794 work,centering, vibrating, smooth cum 4873.40

finishing,watering&curingasdirectedwithall

leads& liftsetc.Complete (a) Sub

Providing and laying RCC 1:1.5:3 grade by

using cement, sand and crushed metal for

different items like copping work, pier cap,

abutment cap, Wearing coat, Skin concrete,

Solid slab upto 60 cm. thick, Barrel of canal

syphons, barrel of R.C.C. through, & beams

for foundation and super structure as per

approved design incl. providing necessary

centering, shuttering and form work,

vibrating, smooth finishing, watering and

curing as directed with all leads and lifts etc.

Providing and laying HYSD/TMT Fe-

415,500D steel bar reinforcement for R.C.C.

works and anchor bars with providing

binding wires including cutting, bending,

welding, binding in position, hooking, placing

in position with all leads & lifts etc. complete.

Add 1% for labour welfare cess

BILLOF QUANTITIES

(A) Percentage Rate Tender(UptoINR50Cr.)

I/We am/are willing to carry out the work at… ................. % above/below 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

The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: CE(QC)/PB/Mix Design/04/2024 Date:20/01/2024 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.

(B) For Item Rate Tender (For above INR 50Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: CE(QC)/PB/Mix Design/04/2024 Date:20/01/2024 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.