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Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE ENGINEER, DHAROI CANAL DIVISION NO 3 VISNAGAR
Construction of Big Checkdam across Tributory River of Pushpavati At-Karanpur Ta-Unjha and Di-Mehsana.(second attempt)
286219
ON LINE NIVIDA NO.36 OF 2025-26
Open
Civil Works - Canal
Mehsana
7 documents required · 6 mandatory · 1 optional
₹3,600
Yes
EXECUTIVE ENGINEER, DHAROI CANAL DIVISION NO 3 VISNAGAR
₹2.0 L
Yes
13 Mar 2026
13 Mar 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
Construction of Big Checkdam across Tributory River of
Pushpavati At-Karanpur Ta-Unjha & Di-Mehsana
(A) Percentage Rate Tender (Up to INR 50 Cr. )
Ite Description of Item (with brief specification Quantit Unit Rate In Amount
m and reference to book of specifications) y Figures
Jungle Clearence of Specified Category And Bushesh for
Canal/dam Work As directed With Desposing Materials
etc, Complete (Excluding Tree of Girth Above 0.5Mt) (b)
for Medium Dence
Care and diversion of river including required dewatering
during construction of spillway and allied works as
prescribed and directed etc. complete. @ 1.5 % age of
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 hard murrum
Providing and laying foundation concrete of proportion as
under by using cement, sand and machine crushed course
4 aggregate laid in situ including necessary temping, smooth 413.00 CMT 3338.10
finishing, watering and curing as directed with all leads
and lifts etc complete. (a) PCC 1:3:6
Providing and laying in position cement concrete M-15
using cement ,sand and machine crushed course aggregates
including providing necessary from work compaction
finishing and curing as required etc completed.
Providing and laying HYSD/TMT Fe-415,500D steel bar
reinforcement for R.C.C. works and anchor bars with
6 providing binding wires including cutting, bending, 21.00 MT 71264.00
welding, binding in position, hooking, placing in position
with all leads & lifts etc. complete. (c) TMT Fe-500D
Providing and laying dry rubble pitching of various
thickness to required grade including trimming of
7 earthwork, hand packing the interstics with spauls, filling 613.00 SMT 617.50
earth in interstics pannelling complete for all lead and lift.
Providing and laying dry rubble for appron Including
Packing With Mecheanically Double twist highly
Galvanized with (P.V.C) Polychloride coating made of
mesh size 10x12 mm woven wire as per ASTMA-975-97
8 and including quarring ,blasting,loading at quarry 701.00 CMT 2361.00
site,transporting at work site and arrange in the work man
like manner with required layer thickness and arranging
this rubble in required(If Required or As Directed) layers
with all materials ,labours ,tools etc.complete.
Providing and laying graded filters of sand,graval and over
size metal (100 mm to 150mm) behind the retaining wall
and wing wall as directed as per approved drawing with all
lead & lifts etc.completed.
10 Providing and fixing in position P.V.C heavy duty Water 22.00 RMT 634.50
stops in barrels throughs and wingwalls with 25mm wide
Expansion joints as shown in drawings including filling the
joints with asphalt pads or butimen cork board of approved
quality(Ashphalt pad and butimen cork board will paid
seperately) (b) 300 mm wide P.V.C Water stops
Providin weep holes 100 or 110 mm dia pipe in the
11 retaining wall etc completed .. (b) P.V.C. Pipe.( 6 52.00 RMT 396.00
Providing and filling in contraction joints with 12 mm
12 thick bitumen sheet of approved quality as directed 23.00 SMT 450.00
Providing and fixing marble plate 45 cms x 60 cms size
inclding engraving for letters as directed etc.complte
Providing And supplying Mecheanically Double twist
highly Galvanized with (P.V.C) Polychloride coating
gabbions made of mesh size 10x12 mm woeven wire as per
ASTMA-975-97 size of gabbion 1Mx1Mx0.5M Including
providing and laying stones in the gabbion an arranging
them in required manner in the section of break water or
such other structure including quarring ,blasting,loading at
quarry site,transporting at work site and arrange in the
gabbions in work man like manner with requred layer
thickness and arranging this gabbions in required(If
Required or As Directed) layers with crane of required
capacity with all materials ,labours ,tools etc.complete.
Back Filling With Selected Earth From Out Side Borrow
Area Or From Excaveted Useful Material Including
15 Watering, Raming, Cosolidation Etc With Pnumatic 2030.00 CMT 142.00
Temping and Lead Up to 1.00Km And All Lifts Etc
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details.html
RAW_HTML
01 Face Sheet.pdf
04 SBD Karanpur Checkdam.pdf
05 Schedule B Karanpur Checkdam.pdf
06 special condition.pdf
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