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Tender Value
₹33.8 L
EMD Value
₹3,400
Closing Date
20 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. Culvert in to R.C.C. Box Culvert in various Villages of Vyara Taluka Dist. Tapi of Ukai Command for Year 2025-26.
283471
34 of 2025-26
Open
Civil - All
Surat
14 documents required · 13 mandatory · 1 optional
₹1,500
Yes
Executive Engineer, Drainage Division No.2, Surat.
₹3,400
Yes
6 Mar 2026
6 Mar 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
Quantities Unit In figure Amount
No. With Brief Specification ansd
Rs. Ps. In words
Refferance to book of Specification
Providing Videography on the occasion
Rupees One
of function or ongoing construction work
Thousand Two
including dubbing, titleing etc complete Job/4
1 2 1230.51 Hundred Thirty
including cost of cassete/CD. (b) Up to hours
And Paise Fifty
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 spoil banks or as and Rupees Eighty
2 wheredirected including dressing the 983.00 M
82.40 Two And Paise
canal section up to lead of 50 mt. and lift Forty Only
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 tanks etc.
Rupees Sixty
3 including breaking clods, dressing to the 859.00 M
Seven Only
design section with lead upto
kilometer and all lifts. (By poclane
machinary)
Dismentaling the existing R.C.C.pipes of
Rupees Eight
the following diameter including sorting
out and stacking of the useful materials
4 5.00 Mt. 873.90 Seventy Three
including refilling the trenches
etc.complete as directed.(NP.2 pipes)
Ninety Only
(c) 650 mm to 900 mm dia.
Excavation for foundation in all sorts of
soil including yellow, sandy, gravelly soil,
soft & hard murrum, etc. dry condition
Rupees Eighty
including depositing the excavated stuff
81.50 One And Paise
in uniform layers in banks or as directed
Fifty Only
etc. complete for lead up to 1.0 Km and
all lifts. (By machinery) (a) Above Water
Supplying and laying trap rubble stone of
10 to 30 kg. in weight for toe and core
filling including conveying and stacking Rupees One
6 to required line level, slope section 34.40 M
1067.00 Thousand Sixty
including all leads and lifts, conveying Seven Only
materials from stacks and laying etc.
Rupees Five
Providing and filling sand below R.C.C.
Hundred Four
7 raft in layers including raming and 24.40 M
watering complete.
Forty Two Only
Providing and laying plain/ reinforced
Design Mix cement concrete of various
grade with cement, sand and coarse
Rupees Four
aggregates including centering,
shuttering, batching, mixing,
Three Hundred
8 transporting, placing, vibrating, smooth 47.40 M
Eighty And
finishing, curing etc. complete for all
Paise Ninety
lead and lift.(Batching Plant Based,
Including dewatering) (B) Raft, Bottom,
slab of barrel, footing of columns etc (i)
M-15 grade
Providing and laying plain/reinforced
Design Mix cement concrete of various
grade with cement, sand and coarse
aggregates including centering,
Rupees Four
shuttering, batching, mixing,
Thousand Eight
transporting, placing, vibrating, smooth
4844.70 Hundred Forty
finishing, curing etc. complete for all
Four And Paise
lead and lift.(Baching Plant Based,
Seventy Only
Including 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, mixing, Rupees Five
transporting, placing, vibrating, smooth Thousand
10 finishing, curing etc. complete for all 29.40 M
5753.60 Seven Hundred
lead and lift.(Baching Plant Based, Fifty Three And
Including dewatering) Paise Sixty Only
(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, Rupees Five
transporting, placing, vibrating, smooth Thousand Two
11 finishing, curing etc. complete for all 41.70 M
5206.30 Hundred Six
lead and lift.(Baching Plant Based, And Paise
Including dewatering) (E) Roadway slab, Thirty Only
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc.( iii ) M-
Providing and laying plain/reinforced
Design Mix cement concrete of various
grade with cement, sand and coarse
aggregates including centering,
shuttering, batching, mixing, Rupees Four
transporting, placing, vibrating, smooth Thousand Six
12 finishing, curing etc. complete for all 5.20 M
4685.10 Hundred
lead and lift.(Baching Plant Based, Eighty Five And
Including dewatering) (E) Roadway slab, Paise Ten Only
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc. ( i ) M-15
Providing and laying plain/reinforced
Design Mix cement concrete of various
grade with cement, sand and coarse
Rupees Four
aggregates including centering,
Thousand Four
shuttering, batching, mixing,
13 transporting, placing, vibrating, smooth 310.70 M
Ninety Nine
finishing, curing etc. complete for all
And Paise Sixty
lead and 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, centering, Rupees Three
14 scaffolding, compaction by vibrator, 53.00 M
361.00 Hundred Sixty
curing as directed with all lead & lift etc One Only
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 Rupees Seven
reinforcement bars including cutting, Thousand One
15 bending, welding joints where necessary, 107.1620 Qtl. 7194.00 Hundred
hooking etc. complete as per drawing for Ninety Four
all lead & lifts. (B) TMT Only
Rupees Two
Providing and fixing in position 110 mm
Hundred Sixty
dia. PVC pipe weep holes in abutment,
16 72.00 M 263.70 Three And
wing wall and laying training etc.
Paise Seventy
Providing inverted filter of 8 cm. sand
Rupees One
and 8 cm. gravel below/ behind wall/
Hundred Forty
17 pitching including laying to correct 26.00 M
Six And Paise
slopes after necessary trimming of earth
Ninety Only
work etc. complete.
Rupees Five
Providing G.I. 100 mm diameter water
Hundred Thirty
18 spout including necessary iron gratings 8.00 No. 536.02
Six And Paise
as per drawing.
Rupees Three
Supplying of graded stone aggregates of Hundred Six
19 following size ( for W.B.M. road )(2) 120.60 M
306.77 And Paise
H.B. stone aggregates 40mm to 63 mm. Seventy Seven
Spreading the stone aggregate for rolling
and W.B.M. including filling the Rupees Two
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 thickness Rupees Ten
21 of 15 to 20 cms including watering 326.20 M
10.40 And Paise
rolling of suitable capacity etc. complete Forty Only
as directed.
Backfiing the foundation trenches
22 excavated stuff including watering, 300.00 M
19.50 Nineteen And
ramming, compacting etc.complete. (By Paise Fifty Only
machinary)
Finishing wall with water proofing
cement paint on wall surface ( two
coats ) to give an approved brand and Rupees Sixty
23 manufactures and of required shapes 434.50 M
60.80 And Paise
even shade after throughly brushing Eighty Only
the surface to remove all dirts , and
remains of lose powedered material.
Rupees Two
Providing and fixing marble plate of 2 cm
Hundred Fifty
24 thickness including engraving and filling 32.00 100 cm
And Paise Sixty
paint for letters as directed.
Providing & fixing in position sign board
of standard size of 0.60 m.x 0.45 m. with
Rupees One
M.S. angle 40mm x 40 mm x 6 mm with
Thousand Eight
3 mm thick iron plate including fixing in
25 2.00 No. 1812.60 Hundred
1:5:10 prop. Concrete block size 40cm x
Twelve And
40 cm x 75 cm including painting existing
Paise Sixty Only
data on the board etc. complete as
Total Rs.
Rupees Thirty Three Lakh(s) Seventy Six Thousand Nine Hundred Forty And Paise Thirty Two 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. 3376940.32 * 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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03-01-SBD.pdf
03-02-Schedule-B.pdf
03-03-Technical Specification.pdf
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