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Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
10 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 in various Villages of Palsana Taluka Dist. Surat of Kakrapar Command for Year 2025-26.
291024
37 of 2025-26
Open
Civil - All
Surat
14 documents required · 12 mandatory · 2 optional
₹3,600
Yes
Executive Engineer, Drainage Division No.2, Surat.
₹1.3 L
Yes
28 Mar 2026
28 Mar 2026
28 Mar 2026
10 Apr 2026
28 Mar 2026
Item Quantitie
With Brief Specification ansd Unit figure Amount
Referance to book of Rs. In words
Specification Ps.
Providing Videography on the
Rupees One
occasion of function or ongoing
construction work including
Job/4 Two Hundred
1 dubbing, titleing etc complete 6.00 1230.51
hours Thirty and
including cost of cassete/CD. (b)
Up to 4.0 hours
Paisas Only
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
3 Eighty Two
2 wheredirected including dressing 2336.00 M 82.40
the canal section up to lead of
Paisas Only
mt. and lift including clearing the
site etc. complete ( by Machinery
for canal / drain maintenance ) (
up to 1.5 cumecs capacity of canal
Earthwork in embankment using
soil, soft & hard murrum
excavated from approved borrow
area /village tanks etc. including 3 Rupees Sixty
breaking clods, dressing to the Seven Only
design section with lead upto
kilometer and all lifts. (By poclane
machinary)
Dismentalling the existing stone
Rupees Seven
masonry including sorting out and
Hundred Fifty
stacking the useful materials and
4 234.00 M 757.40 Seven and
removing the debries and making
Forty Paisas
good the damage etc. complete as
directed.(b) In cement mortar
Dismentaling the existing
R.C.C.pipes of the following
Rupees Eight
diameter including sorting out and
stacking of the useful materials
5 52.50 Mt. 873.90 Seventy Three
including refilling the trenches
and Ninety
etc.complete as directed.(NP.2
Paisas Only
pipes) (c) 650 mm to 900 mm dia.
Dismentalling the R.C.C. work & Rupees One
disposing off the stuff including Thousand
stacking of the useful materials Seven
6 etc. complete as directed.(a)Light 22.00 M 1747.70 Hundred
reinforcement. (Main bar up to 16 Forty Seven
mm dia.) and Seventy
Paisas Only
Excavation for foundation in all
sorts of soil including yellow,
sandy, gravelly soil, soft & hard
murrum, etc. dry condition Rupees
including depositing the excavated 3 Eighty One
stuff in uniform layers in banks or and Fifty
as directed etc. complete for lead Paisas Only
up to 1.0 Km and all lifts. (By
machinery) (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
conveying and stacking to required 3 Thousand and
line level, slope section including Sixty Seven
all leads and lifts, conveying Only
materials from stacks and laying
etc. complete.
Providing and filling sand below Rupees Five
R.C.C. raft in layers including Hundred Four
9 raming and watering complete. 88.00 M 504.42 and Forty
Two Paisas
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,
vibrating, smoothfinishing, curing
etc. complete for all lead
10 166.00 M 4380.90 Hundred
andlift.(Baching Plant Based,
Eighty and
Including dewatering) Raft,
Ninety Paisas
Bottom slab of barel, footing of
columns,piers, abutment and
bottom slab of sump etc.
( B ) Raft, Bottom, slab of barrel,
footing of columns, piers,
abutments and bottom slab.( 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
transporting, placing, vibrating, Eight
11 smooth finishing, curing etc. 139.00 M 4844.70 Hundred
complete for all lead and Forty Four
lift.(Baching Plant Based, and Seventy
Including dewatering) Paisas Only
( 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,
Rupees Five
shuttering, batching, mixing,
transporting, placing, vibrating,
smooth finishing, curing etc.
12 107.00 M 5753.60 Hundred Fifty
complete for all lead and
lift.(Baching Plant Based,
Sixty Paisas
Including 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,
Rupees Five
transporting, placing, vibrating,
thouand Two
smooth finishing, curing etc.
13 145.00 M 5206.30 Hundred Six
complete for all lead and
and Thirty
lift.(Baching Plant Based,
Paisas Only
Including dewatering) (E)
Roadway slab, approach slab,
chute floor slab, kerb, pier cap,
abutment cap, hoisting platform,
top slab of barrel etc.( iii ) M-25
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, Thousand Six
smooth finishing, curing etc. 3 Hundred
complete for all lead and Eighty Five
lift.(Baching Plant Based, and Ten
Including dewatering) (E) Paisas Only
Roadway slab, 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,
shuttering, batching, mixing,
3 Four Hundred
15 transporting, placing, vibrating, 1135.00 M 4499.60
Ninety Nine
smooth finishing, curing etc.
complete for all lead and
paisas 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
Rupees Three
necessary formwork, centering,
2 Hundred
16 scaffolding, compaction by 197.00 M 361.00
vibrator, curing as directed with
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-
Providing and placing in
position TMT reinforcement bars Rupees Seven
including cutting, bending, Thousand
17 welding joints where necessary, 468.00 Qtl. 7194.00 One Hundred
hooking etc. complete as per Ninety Four
drawing for all lead & lifts. (B) only
Providing and fixing in position Rupees Two
110 mm dia. PVC pipe weep holes Hundred
18 in abutment, wing wall and laying 480.00 M 263.70 Sixty Three
training etc. complete. and Seventy
Paisas Only
Providing inverted filter of 8 cm.
Rupees One
sand and 8 cm. gravel below/
behind wall/ pitching including
19 174.00 M 146.90 Forty Six and
laying to correct slopes after
Ninety Paisas
necessary trimming of earth work
etc. complete.
Providing G.I. 100 mm diameter Rupees Five
water spout including necessary Hundred
20 iron gratings as per drawing.( up 24.00 No. 536.02 Thirty Six and
to 10 ton) Two Paisas
Supplying of graded stone
Rupees Three
aggregates of following size ( for
Hundred Six
W.B.M. road )(2) H.B. stone
21 216.00 M 306.77 and Seventy
aggregates 40mm to 63 mm.
Seven Paisas
Spreading the stone aggregate for Rupees Two
rolling and W.B.M. including Hundred
filling the interstices to required 3 Sixty Eight
camber & gradient (excluding and Ninety
spreading of Blindage) (ii) 40mm Two Paisas
to 63mm size aggregates (H.B.) Only
murrum/ soft murrum in even
Rupees Ten
thickness of 15 to 20 cms
23 1072.00 M 10.40 and Forty
including watering rolling of
Paisas Only
suitable capacity etc. complete as
Backfiing the foundation trenches
around the structures etc. With
3 Nineteen and
Fifty Paisas
watering, ramming, compacting
etc.complete. (By machinary)
Finishing wall with water
proofing cement paint on wall
surface ( two coats ) to give an
approved brand and
Rupees Sixty
manufactures and of required
25 1354.00 M 60.80 and Eighty
shapes even shade after
Paisas Only
throughly brushing the surface
to remove all dirts , and remains
of lose powedered material.
Providing and fixing marble plate
Rupees Two
of 2 cm thickness including
2 Hundred Fifty
26 engraving and filling paint for 96.00 100 cm 250.60
letters as directed.
Paisas only
Providing & fixing in position sign
board of standard size of 0.60 m.x
Rupees One
0.45 m. with M.S. angle 40mm x
40 mm x 6 mm with 3 mm thick
iron plate including fixing in
27 6.00 No. 1812.60 Hundred
1:5:10 prop. Concrete block size
Twelve and
40cm x 40 cm x 75 cm including
Sixty Paisas
painting existing data on the board
etc. complete as directed.
Total Rs.
I/We am/areOne Crore
Willing to Twenty
carry outSeven Lakh
the work Ninety Eight Thousand
at………………………% Two Hundred
above/below Fifty and
Percent(should
be written in
figures and words) of the estimated rates mentioned above.Amount of my/our tender works out
* Estimated amount Put to tender * Estimated amount Put to tender
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
ન ધ-૧. બ ું જ કામ of Division
as directed.
Note-2. All the columns is Schedule should be filled in ink and the total of the entries in the last
ન ધ-૨. અ should be બધા
ુ ૂ ચમાં struck by theિવગતો
ખાનાની contractor
સહ થીunder
ભરવીhisઅનેsignature.
Note-૪. Rates quotes include clearance of site (prior commencement of work and at its close) in
all respects
ન ધ-૪. ટાંકલાand hold
દરમાં good for
, થળની workઆરં
(કામના under all conditions,
ભે અને site, )moisture,
ુ થાય તે વખતે દરક ર તે 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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