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Tender Value
₹42.6 L
EMD Value
₹43,000
Closing Date
17 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panam Irrigation Division, Godhra
Repairing And Restoration Of 25/R distry In Between Chainage 13100m To 14800m ,Ta-Godhra, Dist-Panchmahals.
292913
01 of 2026-27
Open
Civil - All
Panchmahal
7 documents required · 6 mandatory · 1 optional
₹1,500
Executive Engineer, Panam Irrigation Division, Godhra
₹43,000
1 Apr 2026
1 Apr 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
14800m ,Ta-Godhra,dist-Panchmahals.
Item No. Quantity Description of Item Unit Amount
In Figure In Word
Clearing the canal Banks outer and inner
Slopes by Jungle Cutting ,removing
Vegetation, Ghabajaria,Trees,etc. alongwith Rupees Ten And
burning it's and carrying away as and where Forty Paisa Only
required and as directed etc. completed by
Clearing the silt from the canal/drain bed by a
digging the same to the required bed level
and gradient including depositing the
excavated earth regularly in spoil bank for
2 363.50 202.20 hundreds Two And CM
utilizing the same preparing the banks after
Twenty Paisa Only
breaking clods as and where directed for all
leads and liftsFor Canals Between 21 to
Cusec. & 0 to 1.5 m lift.
Dismantling the existing R.C.C. Pipes
including sorting out and stacking of the
Hundreds Sixty Six
3 40.00 useful materials of the following diameters 866.40 RMT
And Forty Paisa
including refilling the trenches etc. complete
as directed. 600 mm. to 900 mm.
Dismantling the existing foundation concrete
including sorting out the dismentalled stuff
and stacking the useful material, removing the
4 39.84 1155.20 Hundreds fifty five CM
debries and making good the damages etc.
and twenty Paisa
complete as and where directed. Cement
Excavation for foundation in all sorts of soil
including yellow sandy gravelly soils ,soft &
hard murrum etc. in dry condition including Rupees Hundreds
5 128.00 depositing the excavated stuff in uniform 102.40 Two And Forty CM
layers in banks or as and where directed etc. Paisa Only
complete for lead upto 500 m and all lift. (BY
MACHINERY) Excluding dewatering.
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
6 formworks centering, scaffolding, compaction
by vibrator, curing as directed with all lead &
lift etc complete Without Dewatering and
excluding cost of steel reinforcement. (A) For
Foundation concrete / General purpose
67.24 (c) C. C. Nominal Mix, M-15 and MSA-20 mm 3935.00 CM
Hundreds Thirty
Providing and fixing in position ( different
diameter ) NP2 R.C.C. pipe with collar
including filling and caulking the joints with
cement mortar 1:1 proportion, finishing to
design grade and level curing etc. complete
for all leads and lifts.
NP-2 class 900 mm dia pipe. Rupees Twenty Two
40 2200.8 hundreds eighty RMT
Earth work in embankment using selected
soil, soft & hard murrum excavated from
approved borrow area / village tanks etc.
Including conveying, spreading in uniform Rupees Hundreds
8 1390.81 layers, breaking clods and dressing to the 110.8 ten And eighty CM
designed canal section etc. with lead upto Paisa Only
500 m and all lifts (for canals having capacity
Up To 300 Cusec ( By Machinery )
Compaction for making embankment for
canal by laying in regular layers of 15 cm in
thickness including breaking clods to 25 mm
9 1390.81 27.7 Seven And Seventy CM
size incl. light rolling by suitable rollers with
slight watering to facilitate rolling and dressing
the side slopes etc.
Dismantling the C.C. lining including including Rupees seventy
10 6441 disposing off the dismentalled materials as 72.8 Two And Eight SQMT
directed etc. complete Paisa Only
Trimming of the canal section manually for
preparing sub grade for laying cement
Rupees Eighty Six
11 6441.00 concrete lining in all sort of soil and murrum 86.50 SQMT
And Fifty Paisa Only
including watering and compacting bed etc
Providing and laying plain / reinforced cement
concrete lining of Nominal Mix, M-15, (MSA-
20 mm) in bed, side slopes and curvature,
including mixing, transporting, placing,
vibrating, smooth finishing, curing, including
dewatering where required.
(MANUALLY WITH CONVENTIONAL MIXER
7.5 cm thick lining in bed/slope - with water
12 6441.00 369.50 Hundreds sixty Nine SQMT
And Fifty Paisa Only
Total Rs……………..
Say Total Rs……………..
Rupees Forty Two Lacs Fifty Nine Thousands Eight Hundreds Fifty One Only
Executive Engineer Deputy Executive Engineer
Panam Irrigation Division Panam Irrigation Sub Division No.2
Godhra Morva(Rena)
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9 DTP Repairing 25R 13100-14800m.pdf
9 Schedule-B.pdf
9 Specification Repairing 25R 13100-14800m.pdf
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