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Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
27 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat Irrigation Division, Vadodara
Restoration, Repair and Maintenance Works for Rawal Minor Irrigation Scheme, Taluka: Waghodia, Dist.: Vadodara
283105
10/2025-26
Open
Civil Works - Water Works
Vadodara
11 documents required · 10 mandatory · 1 optional
₹3,600
Yes
Executive Engineer, Panchayat Irrigation Division, Vadodara
₹1.1 L
Yes
6 Mar 2026
6 Mar 2026
6 Mar 2026
27 Mar 2026
6 Mar 2026
Item (With brief specification and reference Quantity Unit Amount
to book of specifications) In Figure
Construction of cofferdam by deepening of
tank in all type of soil with yellow, sandy,
gravelly soil including wet and slushy
condition of soil including soft murrum &
hard murrum by machinery including
conveying and spreading excavated stuff as
& where directed with lead up to 1.00 km
and all lift etc. complete.
Providing and laying empty cement bags
and laying as and where required.
(Polywoven bag of 50 kg Capacity)
Dewatering the foundation trenches during
excavation, laying foundation concrete,
[3] masonry etc. till completion and diversion 1200.00 52.50
of surface and subsurface water etc.
complete as directed.
Dismantling the existing brick masonary
including sorting out and stacking the
[4] useful materials and removing the debris 137.70 Cum 750.90
and making good the damages etc.
complete as directed in cement mortar
Strengthening of existing earthen bund by
obtaining earth from deepening Minor
irrigation scheme using
watering/Pneumatic Temping work etc.
Complete as suggested by Engineer in
Providing & laying in position “NOMINAL
MIX" cement concrete using cement, sand
and crushed aggregate by mass and
machine mix for C.C./R.C.C work incl.
necessary formworks centring, scaffolding,
[6] compaction by vibrator, curing as directed 20.50 Cum 3346.00
with all lead & lift etc complete Without
Dewatering and excluding cost of steel
reinforcement. (A) For Foundation
concrete / General purpose(a) C. C.
Nominal Mix, M-10 and MSA-40 mm.
Providing & Placing in position
reinforcement bars including cutting,
[7] bending, welding joints where necessary, 7.40 MT 82019.00
hooking etc. complete as per drawing for
all lead and lifts. TMT / CRS (FE 500 D)
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
excludingthe cost of steel reinforcement.
A) For Footing of column / Abutment / Pier
/ Bottom slabof barrel / Plinth course /
Coping / Approach Slab etc.
Concrete grade M-25 and MSA-20 mm
Excavation for foundation in all sorts of soil
including yellow sandy gravelly soils, soft &
hard Murrum etc. in dry condition
including depositing the excavated stuff in
uniform layers in banks or as and where
directed etc. complete for lead up to 500m
and all lift. (BY MACHINERY) (Excluding
Dewatering)
Providing and fixing in position (different
diameter) I.S., NP-3 class reinforced pipe
with caulking the joints with cement
mortar 1:1 proportion, using jute string
soaked in cement slurry, finioints, and
laying pipes to the designed grade and
levels, curing etc. complete for all leads and
lifts.NP3, CLASS 600 MM DIA PIPE
Providing and laying burnt brick masonry
in foundation ordinary Portland cement
mortar 1:6 proportion including racking
out joints up to 1 cm. depth curing etc.
complete for all leads and lifts.
(Conventional bricks)
Providing cement plaster in thickness and
proportion as under including, smooth
[12] finishing, curing, scaffolding etc. complete 123.70 Sqmt 193.20
for all leads and lifts. Cement mortar 1:3
proportion. (a) 12 mm thick.
Providing Fabricating and erecting a steel
ladder M.S. Angle 50 X 30 X 6 mm in the
[13] H.R. well as per design to approach the H.R. 12.00 Rmt 1201.60
gates from top of H.R. well etc complete as
Providing and fixing gauge posts with
Cm. Wide enamelled gauge plate including
M.S. channel (130 mm x 75 mm x 5 mm of
standard design and section and of
required length of specified location etc.
Dismantling the cofferdam by removing
polywoven bags and stacking the material
as directed and maintaining the slope as
required etc. complete.
Providing and supplying ISI Mark CI D/F
Sluice valve of following class and diameter
incl. Tail piece all taxes, Insurance,
transportation, freight charges, octroi,
inspection charges, loading, unloading,
conveyance to dam site, stacking, with all
[16] labour work i.e., lowering laying and 2.00 Nos 46448.00
jointing, welding, cement concrete work
with removing existing sluice valve/gate
etc compl. (A 3) Sluice valve with ISI mark
only, PN-1 with hand/wheel cap operated
ALT-1 Type Long Body
300mm Dia.
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 panelling complete for
all leads and lifts.
Cleaning the slope of dam within the dam
boundary by removing the bushes, shrubs
[18] girth and small trees including depositing 43734.40 Sqmt 4.90
the materials as and where directed up to
50 mt. and all lift etc completed.
Providing and fixing in position 1.80 m high
above finished ground level canal data
boards of standard size 0.60 m x 0.45 m
with M.S angle 40 mm x 40 mm x 6 mm
with 3 mm thick iron plate in 1:5:10
proportion concrete block size 40 cm x
cm x 75 cm including painting existing data
on the board etc complete as directed.
Providing and fixing guard stone /
[20] boundary stone of size 20 cm x 20 cm x 75 35.00 Nos 95.60
cm including white washing in two coats.
Providing and laying in position 110 mm
dia (6 kgf/sq cm) P.V.C. Pipe for weep holes
[21] 22.80 Meter 262.50
with non corrodingjali in abutments, wing
walls, retaining walls etc. complete.
Applying two coats of putty & two coats of
primer of approved brand and manufacture
on new wall surface to give an even shade
including thoroughly brushing the surface
free from mortar dropping and other
foreign matter and sand papered smooth.
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats)
to give an required shape even shade
afterthoroughly brushing the surface to
remove all dirt, and remains of loose
powdered materials.etc complete
Providing and fixing MS Door and Window
for HR cabin incuding with Material cost,
[24] labour cost, welding, color, frame cost and 770.00 Kg 140.00
fiting all charges included in this as per
market rate specification.
Hiring J.C.B. 4 CX, for earthanembakment
profile and providing for turntable (As per
Engineer Incharge&As and Where
Required)) Etc Completes.
Total 11407374.21/-
One caror fourteen lakh Seven Thousand Three Hundred Seventy Four and twenty one paisa Only
I/We am/are willing tocarryout the work
at %above/ below (shouldbewritteninfigureandwords)thetendered amount
mentionedabove.Amount of my/our tenderworkoutasunder: -
Tenderedamount :Rs.
Deduct /Add % below / above: Rs.
Netamount : Rs.
1 TheContractorshallexhibitaboard withdetailedspecification anddetailsofwork asdirected bythe
Engineer-In-Chargeforwhich no extrapaymentshallbe made.
2 The labourcesswillbedeductedasperprevailing rules i.e.1%oftheworkdone.
3 GST and Incometax TDSwillbedeductedatasourcewhilemaking paymentsofbills
4 In allR.C.C. Itemsin RateAnalysisStandard Cement Consumption hasbeen taken asperGovt. G.R. NO.:MI
S.O.R. thereforein R.C.C. itemswherethereisachangeasperactual mix designthecostofdifferenceof
cementconsumption havebeen deductedfromtherateoforiginalitemattherateof inputratementionedin all
Signature of the Sub Divisional Deputy Executive Executive
contractor Clerk Engineer Panchayat Engineer
Irrigation. Sub Panchayat
Division Vadodara Irrigation
Division Vadodara
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details.html
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Annexure III Drawing Raval MI.pdf
Annexure-II (BOQ).pdf
nivida 10 2025 26.pdf
Notice Inviting On-Line Tender rawal mi.pdf
SBD Rawal M.I.Tank FINAL 1.pdf
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