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Tender Value
₹1.5 Cr
EMD Value
₹1.6 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Drainage Division No.2, Surat.
Renovation of H.P./Slab Culvert in to R.C.C. Box Culvert in various Villages of Bardoli Taluka Dist. Surat of Kakrapar Command for Year 2025-26.
283527
35 of 2025-26
Open
Civil - All
Surat
14 documents required · 13 mandatory · 1 optional
₹3,600
Yes
Executive Engineer, Drainage Division No.2, Surat.
₹1.6 L
Yes
6 Mar 2026
6 Mar 2026
6 Mar 2026
25 Mar 2026
6 Mar 2026
With Brief Specification ansd Quantities Unit In figure Amount
Refferance to book of Rs. Ps. In words
Specification
Providing Videography on the
Rupees One
occasion of function or ongoing
Thousand Two
construction work including Job/4
6 1230.51 Hundred Thirty
dubbing, titleing etc complete hours
And Paise Fifty
including cost of cassete/CD. (b) Up
1 to 4.0 hours.
Excavation of canal/drain 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
Rupees Eighty
spoil banks or as and wheredirected
82.40 Two And Paise
including dressing the canal section
Forty Only
up to lead of 50 mt. and lift including
clearing the site etc. complete ( by
Machinery for canal / drain
maintenance ) ( up to 1.5 cumecs
capacity of canal / drain )
Earthwork in embankment using
soil, soft & hard murrum excavated
from approved borrow area /village
Rupees Sixty
3 tanks etc. including breaking clods, 3265.00 M
Seven Only
dressing to the design section with
lead upto 1.0 kilometer and all lifts.
(By poclane machinary)
Dismentaling the existing R.C.C.pipes
of the following diameter including Rupees Eight
sorting out and stacking of the Hundred
4 useful materials including refilling 88.00 Mt. 873.90 Seventy Three
the trenches etc.complete as And Paise Ninety
directed.(NP.2 pipes) (c) 650 mm Only
to 900 mm dia.
Dismentalling the Existing Stone
Masonry Including sorting out and Rupees Seven
stacking the useful materials and Hundred Fifty
removing the debries and making Seven And Paise
good the damage etc. complete as Forty Only
Dismentalling the R.C.C. work &
Rupees One
disposing off the stuff including
Thousand Seven
stacking of the useful materials etc.
1747.70 Hundred Forty
complete as directed.(a)Light
Seven And Paise
reinforcement. (Main bar up to
Seventy Only
Excavation for foundation in all sorts
of soil including yellow, sandy,
gravelly soil, soft & hard murrum,
etc. dry condition including Rupees Eighty
7 depositing the excavated stuff in 1881.00 M
81.50 One And Paise
uniform layers in banks or as Fifty Only
directed etc. complete for lead up to
1.0 Km and all lifts. (By machinery)
(a) Above Water Table
Excavation for foundation in soft
rock including depositing the Rupees One
excavated stuff as and where Hundred Fifty
directed etc. complete for lead upto Four And Paise
1.0 Km and all lifts. (By machinary) Ten Only
(a) Above water table.
Supplying and laying trap rubble
stone of 10 to 30 kg. in weight for
toe and core filling including Rupees One
9 conveying and stacking to required 117.00 M
1067.00 Thousand Sixty
line level, slope section including all Seven Only
leads and lifts, conveying materials
from stacks and laying etc. complete.
Rupees Five
Providing and filling sand below
Hundred Four
10 R.C.C. raft in layers including raming 87.00 M
And Paise Forty
and watering complete.
Providing and laying plain/
reinforced Design Mix cement
concrete of various grade with
cement, sand and coarse aggregates
Rupees Four
including centering, shuttering,
Thousand Three
batching, mixing, transporting,
4380.90 Hundred Eighty
placing, vibrating, smooth finishing,
And Paise Ninety
curing etc. complete for all lead and
lift.(Batching Plant Based, Including
dewatering) (B) Raft, Bottom, slab of
barrel, footing of columns etc (i) M-
Providing and laying plain/reinforced
Design Mix cement concrete of
various grade with cement, sand and
coarse aggregates including
centering, shuttering, batching, Rupees Four
mixing, transporting, placing, Thousand Eight
12 vibrating, smooth finishing, curing 140.00 M
4844.70 Hundred Forty
etc. complete for all lead and Four And Paise
lift.(Baching Plant Based, Including Seventy Only
dewatering)
( B ) Raft, Bottom, slab of barrel,
footing of columns, piers, abutments
and bottom slab. ( iii ) M-25 grade
Providing and laying plain/reinforced
Design Mix cement concrete of
various grade with cement, sand and
coarse aggregates including
centering, shuttering, batching,
Rupees Five
mixing, transporting, placing,
Thousand Seven
vibrating, smooth finishing, curing
5753.60 Hundred Fifty
etc. complete for all lead and
Three And Paise
lift.(Baching Plant Based, Including
Sixty Only
dewatering)
(D) Walls of barrels, brestwall,
staunching rings, pedestals of
bearing, stoplog piers, well staining,
transitionwall, etc. ( iii ) M-25 grade
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, Rupees Five
vibrating, smooth finishing, curing Thousand Two
etc. complete for all lead and Hundred Six And
lift.(Baching Plant Based, Including Paise Thirty Only
dewatering) (E) Roadway slab,
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc.( iii )
M-25 grade.
Providing and laying plain/reinforced
Design Mix cement concrete of
various grade with cement, sand and
coarse aggregates including
centering, shuttering, batching,
Rupees Four
mixing, transporting, placing,
Thousand Six
vibrating, smooth finishing, curing
4685.10 Hundred Eighty
etc. complete for all lead and
Five And Paise
lift.(Baching Plant Based, Including
dewatering) (E) Roadway slab,
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc. ( i )
M-15 grade.
Providing and laying plain/reinforced
Design Mix cement concrete of
various grade with cement, sand and
coarse aggregates including
Rupees Four
centering, shuttering, batching,
Thousand Four
mixing, transporting, placing,
4499.60 Hundred Ninety
vibrating, smooth finishing, curing
Nine And Paise
etc. complete for all lead and
Sixty Only
lift.(Baching Plant Based, Including
dewatering)(C)Piers, abutment,
ingwalls, headwall, return wall etc. (
ii ) M-15 grade.
Providing & Laying in position with
Automatic Batchmix Plant & Transit
Mixer "DESIGN MIX" cement
concrete using cement sand and
crushed aggregate for C.C./ R.C.C
work including necessary formwork, Rupees Three
17 centering, scaffolding, compaction 191.00 M
361.00 Hundred Sixty
by vibrator, curing as directed with One Only
all lead & lift etc complete without
dewatering and excluding the cost of
steel reinforcement. (G) For wearing
coat 75mm thick (ii) Concrete Grade
M-25 and MSA- 10 to 20 mm
Providing and placing in position
TMT reinforcement bars including Rupees Seven
cutting, bending, welding joints Thousand One
where necessary, hooking etc. Hundred Ninety
complete as per drawing for all lead Four Only
& lifts. (B) TMT
Providing and fixing in position 110 Rupees Two
mm dia. PVC pipe weep holes in Hundred Sixty
abutment, wing wall and laying Three And Paise
training etc. complete. Seventy Only
Providing inverted filter of 8 cm.
sand and 8 cm. gravel below/ behind Rupees One
wall/ pitching including laying to Hundred Forty
correct slopes after necessary Six And Paise
trimming of earth work etc. Ninety Only
Providing G.I. 100 mm diameter Rupees Five
water spout including necessary iron Hundred Thirty
gratings as per drawing.( up to 10 Six And Paise
ton) Two Only
Supplying of graded stone Rupees Three
aggregates of following size ( for Hundred Six And
W.B.M. road )(2) H.B. stone Paise Seventy
aggregates 40mm to 63 mm. Seven Only
Spreading the stone aggregate for
rolling and W.B.M. including filling Rupees Two
the interstices to required camber & Hundred Sixty
gradient (excluding spreading of Eight And Paise
Blindage) (ii) 40mm to 63mm size Ninty Two Only
aggregates (H.B.)
murrum/ soft murrum in even
Rupees Ten And
24 thickness of 15 to 20 cms including 1413.00 M
Paise Forty Only
watering rolling of suitable capacity
etc. complete as directed.
Backfiing the foundation trenches
around the structures etc. With Rupees
19.50 Nineteen And
watering, ramming, compacting Paise Fifty Only
etc.complete. (By machinary)
Finishing wall with water proofing
cement paint on wall surface ( two
coats ) to give an approved brand
Rupees Sixty
and manufactures and of required
60.80 And Paise Eighty
shapes even shade after throughly
brushing the surface to remove
all dirts , and remains of lose
powedered material.
Providing and fixing marble plate of Rupees Two
2 cm thickness including engraving Hundred Fifty
and filling paint for letters as And Paise Sixty
directed. Only
Providing & fixing in position sign
board of standard size of 0.60 m.x
0.45 m. with M.S. angle 40mm x 40 Rupees One
mm x 6 mm with 3 mm thick iron Thousand Eight
28 plate including fixing in 1:5:10 prop. 6.00 No. 1812.60 Hundred Twelve
Concrete block size 40cm x 40 cm x And Paise Sixty
75 cm including painting existing Only
data on the board etc. complete as
Total Rs.
Rupees One Crore Fifty Four Lakh(s) Seventy One Thousand Six Hundred Fifty Four And Paise Thirty Six Only
I/We am/are Willing to carry out the work at………………………% above/below Percent(should be written in
figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.
* Estimated amount Put to tender Rs.
* Estimated amount Put to tender Rs.
Deduct…….% below Rs. Add…….% above Rs.
Net Rs. Total Rs.
In words…………………….. In words……………………..
*(Please strike out whichever is not applicable)
Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
Note-2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the
contractor under his signature.
Note-૪. Rates quotes include clearance of site (prior commencement of work and at its close) in all respects and hold good for work
under all conditions, site, moisture, weather etc.
Note-4. To be continued on additional sheets, if found necessary.
PB Deputy Executive Engineer Divisional Accountant Executive Engineer
Drainage Sub Division Drainage Division No.2 Drainage Division No.2
Bardoli Surat Surat
Signature of Contractor
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07-01-SBD.pdf
07-02-Schedule-B.pdf
07-03-Techanical Specification.pdf
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