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Tender Value
₹46.3 L
EMD Value
₹46,500
Closing Date
9 Apr 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 / Slab Culvert in to R.C.C. Box Culvert at Ch.500 mt. and Ch.1200 mt. on Sub Drain No.S.6/7 at Village : Karavali, Ta.:- Areth Dist.:- Surat.
290461
36 of 2025-26
Open
Civil - All
Surat
12 documents required · 10 mandatory · 2 optional
₹1,500
Yes
Executive Engineer, Drainage Division No.2, Surat.
₹46,500
Yes
26 Mar 2026
26 Mar 2026
26 Mar 2026
9 Apr 2026
26 Mar 2026
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
Providing Videography on the occasion
Rupees One
of function or ongoing construction
Thousand Two
work including dubbing, titleing etc Job/4
1 2 1230.51 Hundred Thirty
complete including cost of cassete/CD. hours
And Paise Fifty
(b) Up 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 spoil banks or as and Rupees Eighty
2 wheredirected including dressing the 1281.00 M
82.40 Two And Paise
canal section up to lead of 50 mt. and Forty Only
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 tanks etc.
Rupees Sixty
3 including breaking clods, dressing to the 1005.00 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 15.00 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.
Dismentalling the existing brick masonry
Rupees Seven
including sorting out and stacking the
Hundred Fifty
5 useful materials and removing the 99.00 M
debries and making good the damage
Paise Forty Only
etc. complete as directed.
Description of Items. Estimated Rates
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
Rupees One
Dismentalling the R.C.C. work &
disposing off the stuff including stacking
Seven Hundred
6 of the useful materials etc. complete as 13.00 M
Forty Seven
directed.(a)Light reinforcement. (Main
bar up to 16 mm dia.)
Seventy Only
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 Rupees One
8 stacking to required line level, slope 36.00 M
1067.00 Thousand Sixty
section including all leads and lifts, Seven Only
conveying materials from stacks and
laying etc. complete.
Rupees Five
Providing and filling sand below R.C.C.
Hundred Four
9 raft in layers including raming and 26.00 M
And Paise Forty
watering complete.
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 Three
10 transporting, placing, vibrating, smooth 67.00 M
4380.90 Hundred Eighty
finishing, curing etc. complete for all And Paise
lead and lift.(Batching Plant Based, Ninety Only
Including dewatering) (B) Raft, Bottom,
slab of barrel, footing of columns etc (i)
M-15 grade
Description of Items. Estimated Rates
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
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
12 finishing, curing etc. complete for all 30.00 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
13 finishing, curing etc. complete for all 42.00 M
5206.30 Hundred Six
lead and lift.(Baching Plant Based, And Paise Thirty
Including dewatering) (E) Roadway slab, Only
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc.( iii ) M-
Description of Items. Estimated Rates
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
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
14 finishing, curing etc. complete for all 6.00 M
4685.10 Hundred Eighty
lead and lift.(Baching Plant Based, Five And Paise
Including dewatering) (E) Roadway slab, Ten Only
approach slab, chute floor slab, kerb,
pier cap, abutment cap, hoisting
platform, top slab of barrel etc. ( i ) M-
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 Four
15 transporting, placing, vibrating, smooth 451.00 M
4499.60 Hundred Ninety
finishing, curing etc. complete for all Nine And Paise
lead and lift.(Baching Plant Based, Sixty Only
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
16 scaffolding, compaction by vibrator, 54.00 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
17 bending, welding joints where 145.00 Qtl. 7194.00
Hundred Ninety
necessary, hooking etc. complete as per
drawing for all lead & lifts. (B) TMT
Description of Items. Estimated Rates
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
Providing and fixing in position 110 mm Rupees Two
dia. PVC pipe weep holes in abutment, Hundred Sixty
wing wall and laying training etc. Three And Paise
complete. Seventy Only
Providing inverted filter of 8 cm. sand
Rupees One
and 8 cm. gravel below/ behind wall/
Hundred Forty
19 pitching including laying to correct 77.00 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
20 spout including necessary iron gratings 8.00 No. 536.02
Six And Paise
as per drawing.
Rupees Three
Supplying of graded stone aggregates Hundred Six
21 of following size ( for W.B.M. road )(2) 173.00 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 Ninety Two Only
aggregates (H.B.)
murrum/ soft murrum in even thickness Rupees Ten
23 of 15 to 20 cms including watering 462.00 M
10.40 And Paise Forty
rolling of suitable capacity etc. complete Only
as directed.
Backfiing the foundation trenches
24 excavated stuff including watering, 295.00 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
25 manufactures and of required shapes 523.00 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
Hundred Fifty
26 cm thickness including engraving and 32.00 100 cm
And Paise Sixty
filling paint for letters as directed.
Description of Items. Estimated Rates
Item Quantitie
Unit In figure Amount
No. With Brief Specification ansd s
Rs. Ps. In words
Refferance to book of Specification
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
27 2.00 No. 1812.60 Hundred
1:5:10 prop. Concrete block size 40cm x
Twelve And
40 cm x 75 cm including painting
Paise Sixty Only
existing data on the board etc. complete
as directed.
Total Rs.
Rupees Forty Six Lakh(s) Thirty Three Thousand Five Hundred Forty Nine And Paise Forty Seven 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.4633549.47 * Estimated amount Put to tender Rs.4633549.47
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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01-01 SBD.pdf
01-02 Schedule B.pdf
01-03-Technical Specification.pdf
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