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Tender Value
₹6.3 Cr
EMD Value
₹6.3 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Sujlam Suflam Division No.2 Visnagar
Construction of Edala Checkdam across Rupen River near Village Edala, Taluka-Becharaji, Dist:- Mehsana
290971
28/2025-2026
Open
Civil Works - Canal
Mehsana
7 documents required · 6 mandatory · 1 optional
₹12,000
Yes
EXECUTIVE ENGINEER SUJALAM SUFALAM DIVISION NO 2 VISNAGAR
₹6.3 L
Yes
27 Mar 2026
27 Mar 2026
27 Mar 2026
27 Apr 2026
27 Mar 2026
BILL OF QUANTITIES
Name of Work:- Construction of Edala Checkdam across Rupen River near Village Edala, Taluka-
Becharaji, Dist:- Mehsana
(A) Percentage Rate Tender( Up to INR 50Cr.)
Item Description of Item (with brief specification and Quantity Unit Rate In Amount
No. reference to book of specifications) figures
Care and diversion of river including
required dewatering during construction of
weir and allied works as prescribed and
1 directed etc. complete. JOB LS 400000.00
Excavation in all sorts of strata and
formations including depositing the unuseful
excavated stuff as and where directed
including sorting and stacking useful
materials as required and upto lead of
200mt. And all lifts etc. complete, including
dewatering. (a) In Overburden including
2 hard murrum. 11656.00 CMT 89.00
Constructing R.C.C.diaphragm wall 60cm
thick special tools equipments and method
of execution with concrete of M-20 class
consisting of following items and
components of work with all leads and lifts
3 etc.complete.
30 CM thick pre cast / cast in situ R.C.C. 1:3:6
pre trench for providing platform as per
drawing including curing etc. complete.
Boring for the diaphragm wall of 60cm thick
through overburden including all sorts of
soils,hard murrum,soft rock upto required
3B depth with all lifts. 2399.00 SMT 1994.30
Providing & Placing in Position 60cm thick
concrete of grade M20 for the diaphragm
wall with the use of tramie upto required
3C level incl. All lift. 2399.00 SMT 3982.88
Providing & placing in position
reinforcement cage in diaphragm wall
including cutting, bending, tieing, fixing,
placing in position etc.complete below river
3D bed with all lifts. 47.65 MT 82164.90
Providing pipes for the purpose of Tube a
manchette grouting at every panel joints.
Providing and laying in position cement
concrete M15(MSA 40) using cement, Sand
and machine crushed course aggregate
including providing necessary form work,
compaction, finishing and curring as required
etc. completed for checkdams. (with Mobile
5 Batching) 4342.00 CMT 4513.39
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
6 in position with all leads & lifts etc. complete. 29.38 MT 71366.00
Back fill with selected earth from out side
borrow area or from excavated usefull
material including watering, ramming,
consolidation etc. with pneumatic templing
and lead upto 1.0 Km. and all lift etc.
7 completed. 698.00 CMT 145.00
Providing and laying dry rubble for apron
having minimum dimension of 300 mm and
weight not less than 40 kg including packing
filling interstice with quarry sparry
8 etc.complete. 4405.00 CMT 2279.00
Providing and laying dry rubble pitching of
various thickness to required grade including
trimming of earth work, hand packing the
interstices with spauls, filling earth in
interstices pannelling complete for all leads
9 and lifts. 450 mm Thick 606.00 SMT 617.50
Providing and laying graded filters of sand,
gravel and over size metal (100 mm to
mm) behind the retaining wall and wing
walls as directed as per approved drawing
10 with all lead & lifts etc. complete. 1334.00 CMT 1530.19
Providing weep holes 100 or 110 mm dia. of
pipe in the retaining wall etc complete. (b)
11 P.V.C.Pipe 75.00 RMT 358.00
Providing and fixing in position P.V.C. heavy
duty water stops in barrels, troughs and wing
walls with 25 mm wide expansion joint as
shown in drawing including filling the joints
with asphalt pad or bitumen cork board of
approved quality. (Asphalt pad or bitumen
cork board will be paid seperatly)
12 300 mm WIDE P.V.C. WATER STOP 134.00 RMT 634.50
Providing and fixing in position pre-moulded
asphalt or bitumen cork board of approved
quality and specifications as per design and
13 drawing. 25 mm thickness 105.00 SMT 1508.90
Providing and fixing marble plate 45 cms x
60 cms size including engraving for letters as
14 directed etc. complete. 1.00 NO. 991.00
Providing and supplying mechanically double
twist hightly galvanized with (PVC) poly
chloride coating gabions made of mesh size
10 X 12 mm woven wire as per ASTMA- 975 -
97 size of gabion 1 m X 1 m X 1 m including
providing and laying stones in the gabions
and arranging them in a required manner in
the secion of break water or such other
15 structure including quarring,blasting,loading 800.00 NO. 3069.80
at quarry site, transporting at work site and
arrange in the gabions in workman like
manner with required layer thickness and
arranging this gabions in required layers
with the crane of required. capacity (if reqd.
as per drawing or as directed) with all
material, labour, tools etc. complete.
Providing and laying Non Woven Geo Fabric
Filter (weight more than 235 gm/Sq.m) over
the excavated surface as per specification
including stitching with overlap to design
profile as directed in tidal range etc.
16 complete. 800.00 SMT 86.40
Carring out plate load test on soil including
all necessary arrangement ect complete.
(including transportation charges &
17 watercharges) 8.00 NO. 43912.00
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
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details.html
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1.Letter Nivida No.28 of 2025-26.pdf
2.Details Nivida.pdf
3.Nivida 28 of 2025-26 guj and eng.pdf
4.EDALA SBD.pdf
5.BOQ.pdf
6.special conditions.pdf
7.EDALA DRAWING.pdf
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