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Tender ID
Tender Value
₹4.0 Cr
EMD Value
₹4 L
Closing Date
13 Feb 2026, 6:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER, AMRELI IRRIGATION DIVISION,AMRELI
Modernization , Restoration and Renovation of structures of Main canal of khodiyar irrigation scheme (CH 0 To 5030)
264697
19 (SBD) of 2025-26
Open
Civil Works - Canal
Works
Amreli
12 documents required · 11 mandatory · 1 optional
₹6,000
Yes
Executive Engineer, Amreli Irrigation Division,Amreli
₹4 L
Yes
13 Jan 2026
13 Jan 2026
13 Jan 2026
13 Feb 2026
13 Jan 2026
It Rate In
specification and reference to Quantity Unit Amount
No figures
book of specifications)
Dismantling stone/brick masonry &
stacking of useful and unuseful
1 material from the dismantled 1302.00 Cum. 616.00
materials as directed etc complete.
(a) In cement mortar
Dismantling of RCC work viz. slab,
beam, lintel, barrel, staircase, etc.
including removing the steel from the
dismantled portion without damage
to reinforcement sorting and
stacking of useful and unuseful
material from the dismantled
material as directed etc comp.
Excavation in all sort of strata and
formations incl. depositing the
unuseful excavated stuff as and
where directed incl sorting and
stacking useful materials as directed
3 upto 30 mt lead etc. complete incl. 3943.00 Cum. 83.00
dewatering. ( Depth 0 TO 3.0 mt )
(For all type canal & foundation
trenches of C.D. works ) A) IN
OVERBURDEN INCL. HARD
Prov. and Laying in position
Controlled cement concrete using
cement, sand and crushed aggregate
by mass and machine mix for
R.C.C/CC work including necessary
4 formworks centering scaffolding
compaction by vibrator,curing as
directed with all lead & lift etc
complete Excluding the cost of
reinforcement FOR PLINTH COURSE
A) Concrete grade M-15 and MSA-
4.1 20mm 3116.00 Cum. 4303.00
C) Concrete grade M-20 and MSA-
Prov. and Laying in position
Controlled cement concrete using
cement, sand and crushed aggregate
by mass and machine mix for
R.C.C/CC work including necessary
formworks centering scaffolding
compaction by mechanical
vibrator,curing as directed with all
lead & lift etc complete Excluding the
cost of reinforcement FOR COLUMN
AND BEAMS A) Concrete grade M-25
and MSA-20mm
Prov. and Laying in position
Controlled cement concrete using
cement, sand and crushed aggregate
by mass and machine mix for
R.C.C/CC work including necessory
6 formworks centering scaffolding 614.00 Cum. 5596.00
compaction by mechanical vibrator,
curing as directed with all lead & lift
etc complete Excluding the cost of
reinforcement. FOR SOLID SLAB OF
ROAD BRIDGE
Providing, cutting, bending, binding
and fixing in position as per drawing
.TMT BAR , reinforcement for R.C.C.
7 works and anchor bars incl cost of 119.80 M.T 76574.00
black annealed 16 to 18 BWG M.S..
Wire etc.complete with all lead and
Providing and fixing P.V.C. water
stops of different size as below and as
8 per std.drawing and specification. (b) 232.00 Rmt. 358.00
P.V.C. 225mm Wide
Back filling with a behind the
structures or refilling the trenches
with excavated useful material
9 including watering ramming, 2020.00 Cum. 84.00
consolidation etc complete with all
lead and lift.
Providing painting writing sign
board of size 400mmx250mm with
lettering of 4cm.size on various canal
structure including providing to
prime coat and applying two coat of
yellow oil paint in back ground and
letter writing in red oil paint, sign
board consists the writing details
such as name of canal and its
hydraulic details (CH. CBL. & FSL)
including all labours and materials
charges required etc complete.
Provding P.V.C. 100 mm diameter
water spouts including necessary
11 iron gratings as per drawings. 22.00 No. 159.37
Providing, fabricating and erecting
60cms wide steel ladder of M.S. angle
50x50x6mm for HR well as per
12 drawing and design incl one coat of 59.00 Rmt 1113.00
primer and two coat of anti corrosive
paints etc complete.
Providing and fixing P.V.C. water
stops of different size as below and as
13 per std.drawing and specification.
(b) P.V.C. 225mm Wide
Metal Beam Crash Barrier A Type - A,
"W" : Metal Beam Crash Barrier
(Providing and erecting a "W" metal
beam crash barrier comprising of
mm thick corrugated sheet metal
beam rail, 70 cm above road/ground
level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced
14 2 m centre to centre, 1.8 m high, 1.1 305.00 Rmt 3468.34
m below ground/road level, all steel
parts and fitments to be galvanised
by hot dip process, all fittings to
conform to IS:1367 and IS:1364,
metal beam rail to be fixed on the
vertical post with a spacer of channel
section 150 x 75x 5 mm, 330 mm long
complete as per clause 811)
Finishing wall with weather proof
exterior emulsion paint on wall
surface (two coats) to give an
15 required shape even shade after 1977.00 Sqmt. 120.26
thoroughly brushing the surface to
remove all dirt, and remains of loose
powdered materials.etc complete
Providing, fabricating and erecting in
position service gate and emergency
gate incl cost of embedded parts,
16 hoisting arrangement, finishing etc as 23.40 Sqmt. 280035.00
per design and drawing with one coat of
primer and two coats of anti corrosive
black epoxy paints etc complete
Providing & fixing chequarred plate
(6mm thick)platform over RSJ steel
beam as per approved drawing and
17 design incl all necessary accessories 80.00 Sqmt. 10176.00
for fixing the plat form with finishing
the edge of plate and welding, primer
& epoxy paint etc complete.
Providing, supplying, Lowering, and
laying ISI Standard R.C.C. NP-3 Class
pipes in standard lengths of following
Diameter suitable for either collar
18 joints or rubber ring joints including 25.00 Rmt. 3969
all taxes, insurance, transportation,
freight charges, octroi, inspection
charges, loading, unloading,
conveyance to Site, and jointing in
proper position, grade and alignment
at all level as directed by Engineer-in-
charge including all labour, giving
hydraulic testing as per ISI code.
NOTE:- One collar should be supplied
with each full length plain ended RCC
pipe, cost included in rates below.
One rubber ring should be supplied
with each full length socketed pipe,
cost included in rates below. (G)
900mm dia.
Desilting of various structures of
canal and distribution system
including depositing the same as
19 directed with all lift and lead for canal 74.00 Cum. 296.00
syphone,air vent,Turn Out Kundies
etc complete.
Removing cement pointing including
20 racking out joints 20mm deep etc 261.00 Sqmt 47.00
Strengthening and repairing to
cracks in masonry and concrete
structure of dams, like waste weir,
HR, piers, bridge, etc. by injecting
neat epoxy resin and hardener in
21 140.00 of epoxy 1266.00
ratio 2:1 under pressure 3 to
kg/cm2 and pointing with silica
mortar with proportion in
1:1/2:6(1resin 1/2 hardener,
&6silica) etc. completed
Prov. & Laying in position "NOMINAL
MIX' cement concrete using cement,
sand and crushed aggregate by mass
and machine mix for C.C. work incl.
necessary formworks centering
22 scaffolding compaction by 23.00 Cum. 4452.00
mechanical vibrator, curing as
directed with all lead & lift etc
complete FOR GENERAL PURPOSE E)
Concrete grade 1:1.5:3 and MSA-
Cement plaster 20mm thick in single
coat to stone masonry in C.M. 1:3 incl
23 finishing, curing, scaffolding etc 261.00 Sqmt 261.00
complete. a) UPTO 6.0 Mt HEIGHT
Providing & laying dry rubble stone
pucca pitching with panel ( of size not
more than 10 sqmt ) of stone
masonry 45 cm thick wall in C.M. 1:5,
without base , inverted filter and
header stone but with 10 cm sthick
murrum layer (forbase) incl hand
packing and trimming and dressing
slopes etc. a) 45 cms thick stone
pitching with pointing in C.M. 1:2
Providing and placing in position by
cranes/manual, mechanically doubly
twisted highly galvanized, without
PVC coating "GABIONS" of size
mention below, made of mesh size
10x12mm woven wire as per
ASTMA-975-97 including providing
25 and laying stones of size not less than 40.00 No. 2945.00
25 kg in the gabions and arranging
the same as instructed in the
breached section or such other
locations/ structures,etc complete
incl dressing the slope,minor earth
filling. 1.0x1.0x1 mt (Total
weight=1664.00 Kg )
Providing, laying & fixing M.S. grill
made from 20mm dia bars fixed at
22cm c/c both ways by welding incl
26 keeping necessary opening & 89.00 Sqmt 2142.00
supports with one coat of primer &
two coat of approved anti corrosive
paint etc complete in all respect.
Jungle clearance of specified category
and bushes for canal/dam work as
directed with depositing material etc
27 complete.( Excluding tree of grith 12575.00 Sqmt 2.00
above 0.5 mt ) A) Upto 2 year old b)
For Medium dence
Providing Drone Videography and
28 Photography Before ,Ongoing and 1.00 Job 5000.00 5.000.00
After construction work .
Total =
I/Weam/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 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) ………………………………
(in words)………………………………………………….………………………………………………...
(C)Net Tendered Amount (A-B) (in figure) ………………………………
(in words)………………………………………………….………………………………………………...
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 labor 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.: No. MIS 102010/17/K1, dtd. 30/07/2018 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
i.e 5449.00 /M.T mentioned in all the tender.
Deputy Executive Engineer Executive Engineer
Irrigation Sub Division No.4 Amreli Irrigation Division
Dhari Amreli
Sign of Contractor
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BOQ Modernization Restoration of K I S(CH 0.0 to 5030 m.).pdf
Tender Notic No.19 of 2025-26.pdf
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