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Tender Value
₹64.7 L
EMD Value
₹64,750
Closing Date
10 Feb 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Additional City Engineer & I/c. City Engineer
Maintenance of wearing coat and other repairing item at existing various Bridges of CZ, SWZ, SZ - A and B, SEZ within Surat city limit, Surat. (5th Attempt)(work No.03)
269517
A.C.E. and I/C C.E./BRIDGE/20/2025-26 (Work No 03)
Open
Repair and Maintenance
Surat
3 documents required · 3 mandatory
₹2,832
Commissioner, Surat Municipal Corporation
₹64,750
27 Jan 2026
27 Jan 2026
27 Jan 2026
10 Feb 2026
27 Jan 2026
Item Description Unit Quantity Rate Amount
1 Portable Barricade in Construction Each 6.00 3,035.05
1A Reuse of above barricades in item no. 1 Sq Mt 11.00 28.32
for traffic safety purpose without
procuring new barricades
2 Removal of existing cement concrete Sq Mt 50.00 135.27
wearing coat including its disposal
complete as per Technical specification
with out causing any detrimental effect
to any part of the bridge structure and
removal of dismantled material with
all lifts and lead upto 1000m (Upto
Thickness 150 mm)
3 Providing & casting in situ controlled CUM 3.75 5,392.39
cement concrete M-30 for average
mm thick wearing coat laid as directed
including all excluding cost of
4 Providing and fixing in position FE MT 0.50 72,601.86
500/500D TMT bar reinforcement
5 Provding P.V.C. 100 mm diameter NOS 40.00 159.37
6 Replacement of Expansion Joint : Rmt 0.00 15,470.00
7 Steel work,riveted in built up section KG - 58.19
framed work including cutting ,hoisting,
fixing in position and applying a primer
coat of read lead paint
8 Providing & applying two coats of Sq Mt 100.00 82.00
weather shield max paint (3 coats may
be required in case of darker colours.)
of ICI Dulux or Apex Ultima of Asian
Paint including applying exterior acrylic
9 Removal of damaged concrete and Sq Mt 541.00 460.00
surface preparation:
10 Rust removal & Application of Anti- Sq Mt 466.00 525.00
Corrosive Coating for Steel Bars:.
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
11 Repairing of damaged RCC members Sq Mt 102.00 902.00
by 15mm thick Acryalic,NON-SBR
Based,Polymer modified mortar
including applying bonding coat of
Acryalic,NON-SBR Based,Polymer in
required proportion as per
specifications. The rates shall be
inclusive of necessary
ccess/scaffolding, mixing polymer
mortar in mixers, compacting mortars
by hand held vibrators, curing etc.
complete. (Use Polymer : Cement
:Quartz Sand in 1:5:15 proportion)
12 Providing and applying cement mortar Sq Mt 105.00 1,208.00
(1:3) modified by using polymer and
expanding grout additives at 25 mm
thickness for repair / strengthening of
various RCC elements at all floor
levels, lead, lift, including breaking,
chipping, dismentling existing cover
concrete and exposing existing
reinforcement, applying wirebrush for
making surfaces of steel and concrete
free from rust and other loose materials,
applying rust removing chemical on
existing reinforcement, applying anti-
corrosive coating on existing
reinforcement, applying polymer
bonding agent on existing concrete
surfaces before applying polymer
modified mortar in specified thickness
as directed by the Engineer-in-charge.
13 Strengthening existing RCC members Sq Mt 520.00 4,555.00
like RCC Piers, Abutments, Pier caps,
Bed blocks, girders, deck slab, etc. with
epoxy mortar (Sika, Sunanda, BASF,
Perma) including applying bonding coat
of epoxy with hardener formulations in
required porportion as per specifications
in layers of built up thickness of 50mm,
necessary scaffolding etc.complete.
14 Providing and appliying thixotropic Sq Mt 10.00 1,370.00
Making up lost section of concrete /
mortor with thixotropic repair mortor of
onecomponent, normal-setting,
shrinkage-compensating, thixotropic
mortar for layers up to 25 mm thick.
15 Providing and appliying thixotropic Sq Mt 5.00 2,460.00
Making up lost section of concrete /
mortor with thixotropic repair mortor of
one component, normal-setting,
shrinkage-compensating, thixotropic
mortar for layers up to 50 mm thick.
16 Cementitious Injection Grouting: KG 410.00 75.00
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
17 Low Viscous Epoxy Injection for Dry KG 608.00 1,670.00
Cracks in concrete Providing and
executing injection/pressure grouting in
cracks in the parent concrete
18 Providing and laying micro concrete KG 1,590.00 44.00
(Sika, Sunanda, FOSROC, BASF,
Perma) for RCC Piers, Pier caps, bed
blocks etc. of approved brand including
epoxy bonding coat of equivalent brand,
scaffolding, waterproof shuttering,
pouring, consolidating, curing etc. as
per specifications etc. complete. (The
items shall be paid on actual
consumption of micro concrete) Testing
of mircro concrete prior to use is
necessary. The cost for the same shall
be included in the rates of finished
19 Providing and fixing in position M.S./ MT 1.00 76,210.00
TOR reinforcement of any dia. for
RCC Piers, Abutments, Pier caps, Bed
blocks, girders, deck slab, etc.
20 Providing and fixing post and pipe RMT 0.00 1,204.77
railing as per detailed drawing including
3 coats of painting to steel works
complete.(up to 10 ton)
21 Providing and casting in situ controlled CUM 0.00 4,712.22
cement concrete M-200 for Kerb/ kerb
blocks in line and level and shape
22 Cleaning of Rain water spout of Bridge NOS 15.00 15.00
(Excluding Pipe Network)
23 Removing the damaged existing spouts NOS 40.00 73.00
without disturbing the deck slab/
wearing course.
24 Shear connectors:- Drilling holes into
existing concrete substrate for
anchoring of new anchoring rebars with
Different dia shear connectors at 0.35-
0.4 m c/c (6 to 8 Nos/Sqm) as per
drawing and for additional rebar
provision in repair area and fixing with
High performance Epoxy-Resin based
chemical anchor grout Lokfix E77 of
Fosroc make. Drilling hole diameter:
mm larger to rebar dia drilling depth:
min 10 times the rebar dia including
cleaning, cutting, fabricating, chemical,
nozzels, tools & tackles etc. completed
as directed by EIC. The chemical
should have EAD approval, CE
approval, LEED compliant VOC level
having 100 years of design life tested
for durability parameters. Lokfix E77
posess following properties
Compressive Strength > 110 MPa,
Flexural Strength > 60 Mpa,
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
Watertightness - 0mm, Thermal
Conductivity - 0.50W/m.K. including
all labours, tools and machineries,
plants, necessary surface preparation
and necessary protection after and
during work. (Payment shall be made as
per actual number of shear connectors
installed.) Steel shall be paid separately.
Shear connectors:- 10 mm Dia NOS 110.00 235.00
Shear connectors:- 12 mm Dia NOS 36.00 280.00
Shear connectors:- 16 mm Dia NOS 0.00 350.00
25 4" Dia. Core cutting in R.C.C wall/slab NOS 0.00 2,288.14
26 Providing & Fixing of Rubber in Rmt 420.00 2,225.48
Existing Old Strip Seal Expansion Joint
27 Providing, Designing and fixing of flex Sq Mt 12.00 1,297.00
signage with MS Frame for external use
and with uniformity so that the same
can be backlit.
28 Supplying and conveying Bitumen KG 400.00 17.22
based pre- Mix/Ready Mix Material for
Pothole Repair work as per IRC 116-
2014 or equivalent.(Supply only)
29 Breaking of loose concrete or loose CUM 3.00 49,200.00
bituminous Wearing coat upto the
mother Slab. Clean the surface with
blower & make it dust and stain free.
Supplying and Repairing of Potholes
using Bitumen based pre-Mix/Ready
mix material as per IRC 116-2014 or
equivalent in average 75mm thickness
of RCC or Bitumenus weraing coat with
necessary compaction.
30 Breaking of bituminous carpeting / CUM 2.75 1,14,816.00
RCC Wearing coat up to mother slab
with breaker machine &remove loose &
laitance material from the surface with
wire brush. Clean the surface with
blower & make it dust and stain free
apply bond coat on mother slab as well
as edges of existing slab with latex
power, providing & laying non
shrinkage high strength free flow
cementations grout or mortar in average
75 mm thickness having minimum
strength 20 N/mm2 @ 3 hr or free for
traffic movement within 3 hr as
instructed by executive engineer
including form work and barricading
required as per site condition.
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
31 FRP Sheets for structural strengthening Sq Mt 25.00 4,523.00
- (Carbon Fiber Wrapping)
Providing and applying Nitowrap CWS
or equivalent uni directional, high
strength carbon fiber sheets of
GSM. The FRP fabric used shall be of
zero degree unidirectional fibers having
fiber density of 1.8 g/cc and shall have
tensile strength > 4900 MPa ; tensile
modulous > 230 GPa and ultimate
elongation of 2.1%. The substrate shall
be primed with compatible epoxy
primer & epoxy impregnating resin
saturant shall be used for saturating the
fibers. Saturant used shall have tensile
strength of >30 MPa; Elongation > 2% ;
Flexural strength > 30 MPa ; Tensile
Modulous > 2400 MPa & Flexural
Modulous > 1700 MPa when tested as
per ASTM D638 Type I and ASTM D
790 & Glass Transition Temperature >
100 deg Celcius as per ASTM E
The adhesion of the entire system(FRP
Sheet, Saturant and primer combined)
with concrete shall be > 3.5 MPa with
concrete failure as per ASTM D
4541.Wrapping the CFRP fabric to
RCC member at desired orientation
using tamping rollers to avoid any air
voids etc. and sprinkling sand over it as
per direction and satisfaction of
Engineer-in-charge, etc, complete
Product used shall have CE (CE-29842)
marking and compliance according to
Construction Products Directive
89/106/EEC (CPD)
32 FRP Laminates for structural Rmt 34.00 2,205.00
strengthening - (Carbon Fibre
Providing and applying Nitoplate CPS -
Carbon Fiber FRP Pultruded Laminate
strips of 1.4mm thick and 100mm width
to the prepared substrate using
thixotropic epoxy adhesive. The FRP
laminate used shall be of zero degree
unidirectional fibers having volumetric
fiber content of 68%, fiber density of
1.5 g/cc and shall have tensile strength
of 3000 MPa ; tensile modulous of
GPa and ultimate elongation of 1.7%.
The thixotropic epoxy bonding adhesive
shall be applied at 1mm thickness on
the substrate and 2mm thickness on the
laminate. The adhesion of the entire
system(Laminate and adhesive
combined) with concrete shall be >
MPa with concrete failure as per ASTM
D 4541. The adhesive used shall have
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
tensile modulous > 2700 MPa (ASTM
D638) ; flexural modulous >
MPa (ASTM D790 ) ; Elongation >
2.5% & Glass Transition TemPerature >
100 deg C (ASTM E 1356). The ends of
the laminates shall be anchored
suitably.,etc complete. Product used
shall have CE (CE-29842) marking and
compliance according to Construction
Products Directive 89/106/EEC (CPD)
33 Demolition and disposal of C.M 50.00 524.48
unserviceable materialswith all lead and
lift.(i) Lime concrete.
(ii) RCC work C.M 0.00 1,057.47
(iii) in Cement mortar. CM 0.00 550.40
34 Removing/Scraping of old SM 13.00 19.57
detoriosted/cheaping of plaster work
from old masonary wall including
disposal of unserviceable materials with
all lead and lift.
35 Dismentalling tiled or stone floors laid SM 11.00 47.72
in mortar including stacking of
serviceable materials and disposal of
unserviceable materials with all lead &
36 Dismantling PVC pipe / A.C Rainwater Rmt 0.00 74.77
/G.I pipes pipes with fittings and clamps
including stacking the materials with all
lead and lift. ( for any dia, of pipe & for
37 Dismentalling G.I. chain link fencing Rmt 0.00 66.81
including making rolls and also
including dismentaling posts including
all earth work concrete in base and
making good the disturbed ground
staking useful materials as directed and
disposeing of the unserviceable
materials with all lead and lift.
38 Excavation for foundation
includ.sorting out & stacking of useful
materials & disposing of the excavated
stuff upto 50 mt. Lead & all lift,
watering etc. Comp.
(A) Loose or Soft soil With
(1) Up to 1.5 Mt. depth CM. 0.00 17.26
(B) Loose or Soft soil-With Manual
(1) Up to 1.5 Mt. depth CM. 0.00 203.83
39 Boring holes 3.5 mt.deep in ordinary
soil ( for cast in situ piles) & disposal of
the surplus excavated soil as directed
within a lead of 50 M. For following
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
diameter of piles.
40 Providing and Filling in foundation and CM 0.00 289.06
plinth with yellow or selected soil in
layer of 20 cm thickness including
watering ramming and consolidationg
41 Providing and laying cement concrete 1: CM 2.00 2,680.21
4: 8 (1 cement : 4coarse sand :8 graded
stone aggregates 40 mm nominal size)
and curing complete excluding cost of
42 Providing & laying cement concrete
1:1.5:3 (1 cement:1.5 sand:3 graded
stone agg. 20 mm nominal size)&
curing comp. Includ.cost of form work
but exclu. Cost of reinforcement for
reinforced concrete work in :
(A) Foundation, footing, base of CM 5.00 4,146.15
columns and mass concrete
43 Providing & laying ordinary cement
con.1:1.5:3 (1 cement: 1.5sand :
graded stone agg. 20 mm nominal size)
finishing smooth curing etc. comp.
Incld. Cost of form work but excl. Cost
of reinforcement for R.C.C. Work in :
(1)Having c/s area up to 0.08 s.mt CM 0.00 12,632.60
(2) Having c/s area more than 0.08 sq. CM 0.00 11,166.97
mt. & upto 0.12 sq.mt
(3) Having cross sectional area more CM 0.00 9,201.68
than 0.12 sq. mt.
(1)Having c/s area up to 0.08 s.mt CM 0.00 9,102.61
(2) Having c/s area more than 0.08 sq. CM 0.00 8,174.41
mt. & upto 0.12 sq.mt
(3) Having cross sectional area more CM 0.00 7,086.88
than 0.12 sq. mt.
44 Providing & laying cement concrete CM 1.00 3,637.34
1:2:4 (1 cement:2 sand:4 graded stone
agg. 20 mm nominal size)& curing
comp. Includ.cost of form work but
exclu. Cost of reinforcement for
reinforced concrete work in : (A)
Foundation, footing, Base of columns
and Mass concrete.
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
45 Providing & laying ordinary cement
con.1:2:4 (1 cement : 2 sand : 4 graded
graded stone agg. 20 mm nominal size)
finishing smooth curing etc. comp.
Incld. Cost of form work but excl. Cost
of reinforcement for R.C.C. Work in :
(1)Having c/s area up to 0.08s.mt CM 0.00 12,123.79
(2) Having c/s area more than 0.08 sq. CM 0.00 10,658.16
mt. & upto 0.12 sq.mt
(3) Having cross sectional area more CM 0.00 8,692.87
than 0.12 sq. mt.
(1)Having c/s area up to 0.08s.mt CM 0.00 8,593.80
(2) Having c/s area more than 0.08 sq. CM 0.00 7,665.60
mt. & upto 0.12 sq.mt
(3) Having cross sectional area more CM 0.00 6,578.07
than 0.12 sq. mt.
46 Providing & laying C.C 1:3:6 (1cement CM 0.00 3,982.62
:3 coarse sand :6 crushed stone agg.
m.m Nominal size)& curing comp. incl.
cost of from work in: wall caps/
47 Providing and constructing brick work CM 18.00 4,511.97
using Fly ash bricks having Crushing
Strength not less than 35 kg./ sq.cm. in
Foundation and Plinth in cement mortar
1:6 (1 cement :6 fine sand) etc. comp.
48 Providing Rubble Pitching with hard C.M. 0.00 2,550.00
stone of approved quality in cement
mortar 1:6 including leveling up, curing
etc complete excluding pointing. (M.R.)
49 Uncoursed rubble masonary with hard C.M. 0.00 2,500.01
stone of approved quality in foundations
and plinth in cement mortar 1:6 (1
Cement : 6 sand) including leveling up
50 Providing and applying 10 mm thick SM 10.00 189.79
cement plaster in single coat on
brick/concrete walls and similar
surfaces for plastering and finished even
and smooth with a floating coat of
cement slurry mixed with admixture of
lime or neeru in required proportion etc.
complete in cement mortar 1 : 3 (1
cement : 3 sand)
51 Providing and applying 20 mm thick SM 800.00 330.88
sand faced cement plaster on walls or
similar surfaces consisting of 12 mm.
average thick backing coat of cement
mortar 1:3 (1 cement :3 sand) and
mm. thick finishing coat of cement
mortar 1:1 (1 cement: 1 sand) on all
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
52 Providing & laying Vitrified tiles of SM 0.00 1,397.83
8mm thick of Orient, Kajaria,
Jhonson, Nitco, Somani, Bell, Asian or
Euro make in flooring,treads of steps &
Landing laid on bed of 20 mm
(Average) base of cement mortar 1:6 (1
Cement : 6 Coarse sand) on new surface
or fixing on existing flooring by
adhesive material including
dismentaling of existing flooring and
jointed with colour cement slurry
including finished with flush pointing &
cleaning the surface etc. comp.Size 24"
x 24" (Basic Rate-Rs.485.0/S.M.) For
53 Providing & laying granite slab 18mm SM 0.00 2,449.00
thick in skirting, risers of steps, dedo
and pillars laid on 10mm thick cement
mortar 1:4 (1 Cement : 4 Coarse sand)
and finished with flush pointing in
white or colour cement including
rubbing & polishing comp.. (Basic
Rate:- Rs.1347.46/S.M.) (M.R.)
54 Providing and laying chequered precast S.M 18.00 528.01
concrete tiles 22mm thick with
aggregate of sizes upto 6mm in floors
treads of steps and landing on 20mm
thick bed of C.M. 1:6 (1 cement :
sand) or L.M. 1:1.5 (1 Lime putty :
sand) jointed with neat cement slurry
with pigments to match the shade of the
55 Providing 100mm thick readymade R.M 5.00 228.00
C.C. kerb of strength M-20 (size
300mm x 380mm) purchased from
SMC's approved paverblock
manufacturer & setting in line, level and
in truly vertical position, including
filling joints in C.M. 1:1 (1 part of
cement : 1 part of stone dust) smooth
pointing in C.M. 1:1 (1 part of cement :
1 part of coarse sand) including
watering etc. complete and as directed
by engineer in charge.
56 For rounding at the edge of footpath R.M 3.00 274.00
(For fanning portion)
57 Providing interlocking type Rubber S.M 0.00 524.00
moulded cement concrete paver block
of approved shape, design & colour
having 60mm thickness (M-35)
purchased from SMC's approved
paverblock manufacturer only & fixing
of fine sand bedding. Item includes
levelling by using vibratory plates
compacted machine. Item also includes
all materials, labour, equipments, tools,
plants, watering, cleaning etc. complete.
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
Without colour S.M 0.00 524.00
58 Providing & fixing interlocking type S.M 0.00 553.00
Cement Concrete paver block of
approved shape & design having 60 mm
thickness (M-40) purchased from
SMC's approved paverblock
manufacturer only on fine sand
bedding. Item includes leveling by
using vibratory plates compacted
machine. Item also includes all
materials, Labour, euipments, tools,
plants, watering, cleaning etc. complete.
59 For Road Junction 80 mm thick ( M-50) S.M 0.00 714.00
60 Providing and fixing M.S. grills with Kg. 0.00 104.20
M.S. flats at required spacing and
frame alround square or round bars with
round headed bolts and nuts or by
screws including priming coat of Red
lead paint etc. For all floor
61 Providing & Fixing 50 mm dia M.S. RM 0.00 485.00
pipe as vertical post are beded in
1:1.5:3 concrete also horizontaly in line
and connecting to purline angle etc by
welding rereting etc. (b) Medium duty
"B" Class. (M.R.)
62 Providing & fixing 110 mm U-PVC
pipes Confirming to IS no.13592 (Type
Prince/Supereme/Jain/Astral/Tulsi/Fi
nolex make longitudinal and downtake
rain water pipe below deck slab/solid
slab and along the pier cap and pier up
to Ground level including painted
clamping with G.I fastner as specified
in the tender including cost of all
materials, labour fixing in true line and
level , incl. all type of fixtures like
bends, tees, elbows, coupler, "Y", shoe
etc joined with resin of approved brand
& manufacture complete with all lifts
and leads including scaffolding
,stagging required if any with all safety
accessories etc. as per tender and as
directed by Engineer incharge.
63 Providing and fixing the vertical PVC 0.00 -
drainage pipe for connecting with
cement plaster 20 mm average thick in
C.M. 1:3 finishing as per instruction of
Engineer-in-charge.
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
64 Providing & fixing G.I./Aluminum Patti No. 10.00 20.00
clamps at all floor levels of approved
design to C.I. Or S.C.I pipes including
the cost of cutting holes & making
good the wall etc. Complete - 100 mm.
65 Providing and fixing G.I. Rain water No. 0.00 101.91
spout of 50 mm dia and 30 cm length
etc.all floor level.
66 Providing and fixing G.I. chain link of SM 0.00 311.00
50mm x 50mm size x 10 guage thick
with nuts, bolts, washer or G.I. pins,
excluding M.S. angles etc.complete as
per relevent IS specification & directed
by engineer in charge. (TATA or Jindal
67 Providing and fixing and fitting TATA K.G 0.00 125.00
or Jindal make G.I. barbed wire fencing
with necessary barbed wire (12 x
guage, weight not less than 0.14 kg. /
mt.) pins, hooks, excluding M.S. angles
etc. complete as per relevent IS
specification.& directed by engineer in
68 Providing and fixing rebar of following 0.00 -
diameter using chemical grout of
Swanchore/Hilti/Fischer or equivalent
make including cost of all
equipments, tools, material, labour, etc.
Standard procedure as
mentioned in manufacturer's
specifications shall be strictly followed,
which shall be submitted and got
approved from the authority prior to
start of work. The rate shall also include
cost of drilling of hole of required
diameter and depth as mentioned in
manufacturer's specification, cleaning
the hole with required air blower and
other necessary tools and tackles,
positioning, providing and grouting
chemical, allied fixtures and fasteners,
etc. but excluding the cost of
reinforcing bar etc. complete. Item
includes necessary scaffolding, staging,
labour, tools and equipments, etc.
complete as directed by the engineer-in-
(D) 16 mmm dia NO 0.00 190.00
(E) 20 mmm dia NO 0.00 340.00
(F) 25 mmm dia NO 0.00 500.00
Maintenance of wearing coat & other repairing item at existing various Bridges of CZ, SWZ, SZ - A & B, SEZ within Surat
city limit, Surat.(5th Attempt) (work No.03)
69 Cutting of Groove 5 to 7 mm thick in R.M 32.00 50.00
VDS for depth 1/3 of total thickness
with filling of epoxy sealent as directed
by engineer in charge
Total Amount :-
Total Amount :-
Executive Engineer (Bridge)
Surat Municipal Corporation
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