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Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
6 Apr 2026, 5:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer U.R.B.C. Inv. Division. Ankleshwar.
Constructing New RCC Box Culvert on local kotar of Village.: Adadara & Panoli Tal. Ankleshwar , Dist. Bharuch
286497
Nivida No.15 of 2025-26
Open
Civil - All
Bharuch
11 documents required · 6 mandatory · 5 optional
₹3,600
Yes
Executive Engineer, Ukai Right Bank Canal Inv, Division, Ankleshwar
₹1.9 L
Yes
16 Mar 2026
16 Mar 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
QTY. Description of Item Unit AMOUNT
NO. In Figure In words
Clearing the canal land width including
removing the shrub, bushes, cactus, weeds
other vegetation including cutting down trees
Rupees fourteen
1 28800 upot 0.50cm girth and depositing the removed 14.60 Sq.mt
Sixty Paisa Only
materials outside the canal land width up to
lead of 50 meter as directed etc.
complete.(Without water pool)
Dismentalling the existing foundation
concrete including disposing the dismentalled
stuff including sorting out and stacking the
2 8.00 1165.20 Hundred Sixty Five Cu. Mt.
useful materials and removing the debries and
and Twenty Paisa
making good the damage etc. complete as
directed. (b) In cement concrete.
Dismentalling the existing brick masonry
including sorting out and stacking the useful
3 27.00 materials and removing the debries and 757.40 Cu. Mt.
Seven and Forty
making good the damage etc. complete as
directed. (b) In cement mortar.
Dismentalling the existing R.C.C. pipes of the
following diameter including sorting out and
stacking of the useful materials including
4 60.00 1747.70 Hundred Forty Cu. Mt.
refilling the trenches etc. complete as
Seven and Seventy
directed. (NP-2 pipes) (c) 650 mm to 900 mm
Providing hard murrum/soft murrum on canal Rupees Four
service road including sprading the same Hundred Twenty
dressing the top surface in required grade and Six and Ninety
camber etc. complete. Paisa Only
Compaction of selected soil/hard murrum/soft
Rupees Sixty Nine
murrum in even thickness of 15 to 20 cms
6 240.00 69.91 and Ninety One Cu. Mt.
including watering temping with suitable
hand rammer etc. complete as directed.
Constructing New RCC Box Culvert on local kotar of Village.: Adadara & Panoli Tal. Ankleshwar
QTY. Description of Item Unit AMOUNT
NO. In Figure In words
Excavation of canal/drains in all sorts of soils
( including wet and slushy condition of soil )
including depositing the excavated stuff in
uniform layers in canal banks or in spoil
Rupees Eighty Two
banks or as and where directed including
7 5468.40 82.40 and Forty Paisa Cu. Mt.
dressing the canal section upto lead of
meter and all lift including clearing the site
etc. complete ( By machinery for canal/drain
maintanance ) ( up to 1.5 cumecs capacity of
Excavation for foundation in all sorts of soil
including yellow, sandy, gravelly soil, soft &
hard murrum, etc. dry condition including Rupees Eighty One
8 2719.79 depositing the excavated stuff in uniform 81.50 and Fifty Paisa Cu. Mt.
layers in banks or as directed etc. complete Only
for lead uo to 1.0 Km and all lifts. (By
machinery) (a) Above water table.
Dewatering the foundation trenches during
excavation of canals, drains, foundation
tranches, concrete, masonary etc. till
Rupees fourty five
completion and diversion of surface and sub
9 160.00 45.80 and Eighty Paisa HP/hr
surface water by using pumps of suitable
capacity either diesel or electrical driven
including cost of labour, pipelines etc. for
delivery distance beyond 50 meters..
Supplying and laying trap rubble stone of
to 50 kg in weight for toe and core filling
including conveying and stacking to required
10 975.94 1079.00 Thousand Seventy Cu. Mt.
line, level, slope section including all leads
and lifts. Conveying materials from stacks
and laying etc. complete.
Providing and laying local sand in canal
11 214.74 section before laying R.C.C. Trough for lead 549.40 Cu. Mt.
up to 10.0 K.M. and all lifts.
Constructing New RCC Box Culvert on local kotar of Village.: Adadara & Panoli Tal. Ankleshwar
QTY. Description of Item Unit AMOUNT
NO. In Figure In words
Providing and laying plain/ reinforced Design
Mix cement concrete of various grade with
cement, sand and coarse aggregates including
centering, shuttering, batching, mixing,
transporting, placing, vibrating, smooth
finishing, curing etc. complete for all lead and
lift.(Baching Plant Based, Including
Raft, Bottom slab of barel, footing of Thousand Three
B 300.96 columns, piers, abutment and bottom slab of 4380.90 Hundred Eighty Cu. Mt.
sump etc. (Grade M-15 ) and Ninety Paisa
Piers, abutment, wingwalls, headwall,
C 1094.95 5705.30 Hundred Five Cu. Mt.
returnwall etc (iii) M-20 grade.
Three and thirty
Walls of barrels, brestwall, staunching rings,
pedestals of bearing, stoplog piers, well
D 189.77 5753.60 Hundred Fifty Cu. Mt.
staining, transitionwall, etc. (Grade M-25 and
Three and Sixty
Roadway slab, approch slab, chute floor slab, Rupees Five
kerb, pier cap, abutment cap, hoisting Thousand Two
platform, top slab of barrel etc. (Grade M-25 Hundred Six and
and MSA-20 mm) Thirty Paisa Only
Providing and laying 75mm wearing coat of
ordinery portland cement concrete M-15 Rupees three
13 298.21 grade including laying on proper camber, 361.00 hundred sixty one Sq.mt
tamping, screening, finishing, broomung or Only
grooving etc. complete for all leds and lifts.
Providing & Placing in position
reinforcement bars including cutting,
14 599.86 bending, welding joints where necessary, 7194.00 Qntl.
hooking etc. complete as per drawing for all
lead and lifts. (b) TMT
Constructing New RCC Box Culvert on local kotar of Village.: Adadara & Panoli Tal. Ankleshwar
QTY. Description of Item Unit AMOUNT
NO. In Figure In words
Earthwork in embankment using soil, soft &
hard murrum excavated from approved
Rupees Eighty Four
borrow area/village tanks etc. including
15 5823.32 84.20 and Twenty Paisa Cu. Mt.
breaking clods, dressing to the design section
with lead up to 500 meter and all lifts. (By
JCB-4CX machinary)
Providing P.V.C. 100 mm diametr water
Hundred fifty nine
16 18.00 spouts including necessary iron gratings as 159.37 Nos.
and Thirty seven
Providing and fixing in position 110 mm dia
17 281.60 PVC pipe weep holes in abutment, wing wall, 263.70 R. Mt.
Three and Seventy
and laying training etc. complete
Providing inverted filter of 8 cm sand and
cm gravel below/behind wall/pitching
Hundred fourty six
18 182.40 including laying to correct slopes after 146.90 Sq.mt
and ninty Paisa
necessary trimming of earth work etc.
Providing and applying anti carbonation, anti
fading, mold resistant, heat insulating, and
100% acrylic breathable decorative external
waterproof coating of approved shade having
Viscosity @ Room Temperature by Ford cup
No. B-4 (dilute 2 parts of product with I part
Hundred Fifteen
19 1330.08 of water) 18 to 30 sec. pH of 7.00 to 10.00 115.32 Sq. Mt.
and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion
resistance. properties for coating materials
and coating systems for exterior masonry and
concrete as per DIN EN 1062-6 (2002-2010)
by a NBA Grade "A" accredited institution.
Constructing New RCC Box Culvert on local kotar of Village.: Adadara & Panoli Tal. Ankleshwar
QTY. Description of Item Unit AMOUNT
NO. In Figure In words
Providing and fixing in position Sign board of
standard size 1.20m x 0.90m with M.S. angle
40mm x 40mm x 6mm with 3mm thick iron
Thousand Eleven
20 4.00 plate in 1:5:10 proportion concrete block size 3011.30 No.
and Thirty Paisa
40cm x 40cm x 75 cm including painting
existing data on the board etc. complete as
Providing and fixing guard stone as per I.R.C.
21 64.00 type design including white washing etc. 349.11 Nos.
Nine and Eleven
complete. (ii) Fixing in C.C. 1:5:10
Providing videography on the occasion of Rupees One
function or for ongoing construction work Thousand Two
22 4.00 including dubbing, tilting etc. complete 1230.51 Hundred Thirty and 4 Hrs.
including cost of cassate/CD. (b) up to 4.0 Fifty One Paisa
Rupees One crore ninety one lakh sixty three thousand five hundred two rupees and sixty four paisa only.
Deputy Executive Engineer Executive Engineer
Sisodara Canal Sub Division U R B C INV. Division
Kosamba Ankleshwar
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details.html
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1.SBD Adadara.pdf
2. Sch. B Adadara.pdf
3.Technical Specification Adadara.pdf
4. Cement Consump. Adadara.pdf
5. Steel Consump. Adadara.pdf
6. Drawings.pdf
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