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Tender ID
Tender Value
₹15.0 Cr
EMD Value
₹15.0 L
Closing Date
13 Feb 2026, 6:00 pmClosed
Executive Engineer, N. P. Main Canal Dn. No. 3, Chanasma
Maintenance, Repair and Restoration Work of Narmada Main Canal between Ch.454.700 km to 458.318 km during Closure in April-2026.
268889
14 of 2025-2026
Open
Civil Works - Canal
Works
Gandhinagar
11 documents required · 10 mandatory · 1 optional
₹21,240
Yes
Executive Engineer, N. P. Main Canal Dn. No. 3, Chanasma.
₹15.0 L
Yes
23 Jan 2026
23 Jan 2026
23 Jan 2026
13 Feb 2026
23 Jan 2026
BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 50 Cr. )
Item Description of Item (with brief Quantity Unit Rate In Amount
No specification and reference to figures
book of specifications)
Constructing earthen coffer dam with
providing and laying soil filled bags
covered with polyethylene film
1A micron including grouting material etc. 2.00 No. 1169233.00
and removing the same and depositing
as directed etc. completes.
Constructing small partition earthen
coffer dam for compartment work with
providing and laying soil filled bags
1B covered with polyethylene film 750 2.00 No. 131402.00
micron including grouting material etc.
and removing the same and depositing
as directed etc. completes
Removing of water and other flowing
materials from the canal section using
heavy machinery, pump & other
2 equipment with DG Set and disposal of 1.00 Job work 2588040.00
flowing waste recovered outside the
canal as and where directed within all
Clearing dry or slushy muddy silt, all
type of debris and vegetation including
dry or wet algae, any kind of dead or
living bodies, any type of foreign
materials remove from the canal section
and disposal of waste recovered outside
the canal as and where directed
including all efforts required to achieve
designed canal section within all lead &
Dismantling the C.C. lining including
disposing off the dismentalled materials
4A as directed etc. complete. For 10.0 cm 26773.80 Sq.Mt. 115.50
Dismantling the C.C. lining including
disposing off the dismentalled materials
4B as directed etc. complete. For 12.50 cm 28944.00 Sq.Mt. 144.40
Providing and laying in position with
Nominal Mix cement concrete of M-15
grade and rubble as plum concrete in
proportion of 30:70 (concrete : rubble)
using cement, sand, & crush aggregate,
5 rubble stone for C.C./R.C.C. work 6693.45 Cum 2655.00
including necessary compaction by
vibrator as directed with all lead and lift
etc. complete without dewatering of
excluding the cost of steel
Earthwork for embankment including
breaking clods, dressing with all lead
6 and lift (excluding watering and 8683.20 Cum 157.91
consolidation) From Borrow area within
Compaction of selected soil/hard
murrum/soft murrum in even thickness
7 of 15 to 20 cms including watering, 8683.20 Cum 57.80
temping with suitable hand rammer etc.
complete as directed.
Providing and Fixing MS Welded Wire
Mesh of size 150mmx150mmx3.8mm
dia including cutting in required size,
fixing in canal prism including cover
block & binding wire etc complete as
Providing and laying plain/reinforced
cement concrete lining of M 15 (MSA
20 mm) in bed, side slopes and
curvature including batching, mixing,
transporting, placing, vibrating, smooth
9 finishing, curing including dewatering 82491.60 Sq.Mt. 587.60
where required. (MACHINERY
BASED by "BATCH MIX PLANT &
TRANSIT MIXER" - WITHOUT
PAVER MEMBRANE CURING)
12.5 cm thick lining in Bed / Slope
Providing and filling the polysulphide
joint sealant of the approved make in the
10 expansion and contraction joints in the 16316.00 Rmt 181.20
c.c. lining including clearing the joints
with air water jet.
Providing & Placing in position
reinforcement bars including cutting,
bending, welding joints where
necessary, hooking etc. complete as per
drawing for all lead and lifts. For TMT /
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 21.30 Cum 4651.00
and excluding the cost of steel
reinforcement. M-25 and MSA-20 mm .
For Footing of column / Abutment /
Pier / Bottom slab of barrel / Plinth
course / Coping / Approach Slab etc.
for Concrete grade
Providing & laying slope (ramp) in
canal section for movement and easy
13 access in canal bed for man, heavy 4.00 No. 599944.20
machinery, material etc including
restoring the same.
Providing & laying non shrink, free
flow, high strength fiber reinforced
cementitious micro concrete with bond
coat on weathered/ deteriorated canal
lining as a surface treatment as directed
by engineer-in-charge.
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
(B) For Item Rate Tender (For above INR 50 Cr.):
Item Description of Item (with Quantity Unit Rate Amount
No 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) ………………………………
1 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.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 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.
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