PROVIDING, SUPPLYING AND LAYING OF 2235 MM OD AND 17.5 MM TH. MS RISING PIPELINE FROM PROPOSED TWPS AT F.P. 105, TP-37 (VARIYAV) TO TENA KHADI, SURAT MUNICIPAL CORPORATION.

NAME OF WORK: PROVIDING, SUPPLYING AND LAYING OF 2235 MM OD AND

MM TH. MS RISING PIPELINE FROM PROPOSED TWPS AT F.P.

105, TP-37 (VARIYAV) TO TENA KHADI, SURAT MUNICIPAL

TENDER NOTICE (online) NO: DMC/ Drainage/03/2026-27, Work No. -

VOLUME-II: PRICE BID

Download of tender documents from : 10/08/2026 to 10/09/2026

website smc.nprocure.com

Last date of submission of online tender : Up to 10/09/2026 up to 18.00 hrs.

Last date of submission of tender fees, EMD : From 11/09/2026 to 23/09/2026 To Chief

and other documents in hard copy Accountant, "Shri Tapi Bhawan –Surat Mahanagar

Seva Sadan" Gordhandas Chokhawala Marg, Shri

Tapipura, Surat, by R.P.A.D./Speed Post up to

Date of Pre-bid conference : Bidders shall have to post their queries on email

address [email protected] on or

before Dt. 25/08/2026

Estimated Cost : Rs. 1,37,54,71,351.70 /-

Earnest Money Deposit (EMD) : Rs. 1,37,55,000.00 /-

EMD shall be paid 50% in the form of crossed

Demand Draft of Nationalized Bank payable at

Surat and remaining 50% shall be in the form of

Bank Guarantee of Nationalized Bank (encashable

at Surat) or 100% EMD amount shall be in form of

crossed Demand Draft of Nationalized Bank

payable at Surat.

Document Fees : Rs. 21,240.00 (Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : 11/09/2026 10:30 Hrs. onwards

Tender fees, EMD, Affidavit, Under taking& Addenda and Corrigendum (if any)

in hard copy to be submitted to:

To Chief Accountant,

"Shri Tapi Bhawan - Surat Mahanagar Seva Sadan"

Gordhandas Chokhawala Marg,

Shri Tapipura, Surat –

1. NAME OF WORK

PROVIDING, SUPPLYING AND LAYING OF 2235 MM OD AND 17.5 MM TH. MS

RISING PIPELINE FROM PROPOSED TWPS AT F.P. 105, TP-37 (VARIYAV) TO

TENA KHADI, SURAT MUNICIPAL CORPORATION

1) ESTIMATED COST OF CAPITAL WORK: Rs.

(Excluding GST)

(One Hundred Thirty-Seven Crore Fifty-Four Lakh Seventy-One thousand and

Three Hundred Fifty-One Rupees and Seventy paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 1,37,54,71,351.70 (Excluding GST)

TENDER AMOUNT (IN FIGURES): Rs. __________________

TENDER AMOUNT (in WORDS): Rs. __________________

Rate Quoted by bidder shall be inclusive of all taxes but Excluding GST. GST shall

be paid extra as per prevailing rules.

SIGNATURE AND SEAL OF THE CONTRACTOR:

NAME AND ADDRESS:

SIGNATURE OF WITNESS:

NAME AND ADDRESS:

DESCRIPTION QTY RATE UNIT AMOUNT

PART-A PROVIDING AND SUPPLYING

Manufacture, Supply & Delivery of

Electric Resistance Welded (Up to

400mm)/Submerged Arc

Welded(Above 400mm) M.S.Pipe

having beveled ends plate or coil

conforming to IS-3589-2001 or its

latest revision/ ammendment for

1 following thickness outside diameter

at SMC store or site anywhere in

Surat City Area including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading conveyance to

Departmental stores, stacking etc. all

complete. (17.5 mm thick)

Providing and supplying DI Temper

proof Air valves with SS 304 Float

gun metal- nozzle of approved make

& quality of following class and

diameter including all taxes,

insurance, transportation, freight

2 charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking with nut

bolt, gasket and tail piece etc.

Temper proof air valve with isolation

sluice valve PN

Providing and supplying DI D/F

Double Eccentic Butterfly valves as

per IS 13095 Standard,Rated to PN

1.6 drilled to IS 1538 , Body and Disc

in DI IS:1865 Gr.500/7 , Body Seat

Ring in SS304 ,Clamping Ring in

CF8, ,Disc Seal-EPDM Rubber

3 ,SS410 shaft ,Gear box operated of

following class and diameter

including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading,

unloading, conveyance to

departmental stores, stacking etc.

Providing and supplying DI D/F Non

4 Rising Spindle Resilient Seated Sluice

valve as Per IS 14846 STANDARD

DESCRIPTION QTY RATE UNIT AMOUNT

DRILLED TO IS 1538 Body wedge

in DI IS 1865 GR 500/7 , Wedge in

EPDM Rubber encapsulated SS

SPINDLE , IS 320 HTB2 WEDGE

Nut, Powder coated internal and

external , PN 1.0/PN1.6 of following

class and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc.

TOTAL AMOUNT (PART-A) Rs.

TOTAL AMOUNT (PART-A) Rs.

PART-B LOWERING, LAYING AND FIXING

Excavation for pipe line trenches for

water supply, sewerage line, manhole

etc. all with shoring and struting if

required as per required gradient and

line including safety provisions using

site rails and stacking excavated stuff

including up to all required lead

cleaning the site etc. complete for all

lifts and strata as specified.

(A) Metalled Road

Excavation in Bituminous road as per

required gradient and line including

safety provisions using site rails and

6 stacking excavated stuff including up 12200.70 288.65 CM

to all required lead cleaning the site

etc. complete for all lift as specified.

(B) Excavation in Bituminous Road

Providing cutting of existing

bituminous surface up to suitable

depth in line and alignment using

Mechnically operated cutter machine

before excavating existing surface for

utility laying including cost of all type

of machinery, fuel, labour etc. and as

per direction of engineer incharge.

Excavation for pipe line trenches for

water supply, sewerage line, manhole

etc. all with shoring and struting if

required as per required gradient and

line including safety provisions using

site rails and stacking excavated stuff

including up to all required lead

cleaning the site etc. complete for all

lifts and strata as specified.

(a) In all sorts of soil and soft murrum

DESCRIPTION QTY RATE UNIT AMOUNT

Refilling pipeline trenches and for

manholes with available stacked

9 excavated stuff with ramming, 25.30 CM

watering, consolidating as directed by

engineer in charge

Lowering, laying, Jointing & welding

in position to correct line & level

M.S. Pipe with outer gunniting &

inside lining/Epoxy painting on

pedestal or chairs upon prepared

10 formation or prepared bedding in

trenches the rates include conveyance

from store to site of work loading,

unloading, joint plastering,

hydrotesting etc. complete.

Above 7 mm thick

Lowering & Laying of DI Temper

proof Air valves with SS 304 Float

gun metal- nozzle of approved make

& quality of following class and

diameter including all taxes,

insurance, transportation, freight

11 charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking with nut

bolt, gasket and tail piece etc.

Temper proof air valve with isolation

sluice valve PN

Lowering & Laying of DI D/F

Double Eccentic Butterfly valves as

per IS 13095 Standard,Rated to PN

1.6 drilled to IS 1538 , Body and Disc

in DI IS:1865 Gr.500/7 , Body Seat

Ring in SS304 ,Clamping Ring in

CF8, ,Disc Seal-EPDM Rubber

12 ,SS410 shaft ,Gear box operated of

following class and diameter

including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading,

unloading, conveyance to

departmental stores, stacking etc.

DESCRIPTION QTY RATE UNIT AMOUNT

Lowering & Laying of DI D/F Non

Rising SpindleResilient Seated Sluice

valve as Per IS 14846 STANDARD

DRILLED TO IS 1538 Body wedge

in DI IS 1865 GR 500/7 , Wedge in

EPDM Rubber encapsulated SS

SPINDLE , IS 320 HTB2 WEDGE

13 Nut, Powder coated internal and

external , PN 1.0/PN1.6 of following

class and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc.

Providing and making inner cemnent

mortar lining to M.S. pipe with

mechanical devices in cement mortar

1:1 proportion including cost of all

materils, labour, special sand

required, machinery power

generation, all equipments and taking

nece3ssary access opening and

manholes, custs at suitable intervals

as directed by Engineer in charge and

rewelding the same after done with

doubler plates pipes including

necessary excavation, refilling,

contrete breaking and remaking if

nay breaking guniting and remaking

the same, repainting whever required

with epoxy paint in a 3 coats, all

dewatering including emptying the

pipe line and refiling the same after

done with including carrying out ''C''

value performance test of pipeline,

complete job as per the directions of

the Engineer in charge

(12mm thick for pipes above

Providing and applying with

mechanical arrangement in 1:2

proportion cement, sand Guniting to

M.S. pipe surface under

Kg/Sq.Cm to 2.8 Kg/Sq.Cm pressure

15 including removing the loose material

as directed by Engineer-in-charge and

including scrapping the surface with

wire brushes, degreasing, cleaning by

compressed air and providing, fixing

3.10mm wire mesh (hard-drawn steel

DESCRIPTION QTY RATE UNIT AMOUNT

wire) reinforcement 150c/c both ways

including curing, disposing of the

rebound materials with in a lead of

mtr. etc. complete, conforming IS

1916:1989 with latest amendment. the

item includes all required material as

approved by the Engineer-In-Charge,

and all tools, equipments,

machineries, labors etc. to executed

the complete item.

(a) 25mm thick 94099.76 361.00 SM

Cutting of Spirally welded pipes

having wall thickness above 5 mm up

to 10 mm thick for making it of

suitable length or making the existing

edge true vertical to have perfect

square joints including all material

equipments and labour required for

cutting the pipes excluding cutting of

pipes for M.S. Specials.

Above 10mm plate thickness

Extra field welding of the joints of

sleeve/swaged/plain ended welded

M.S. pipes and specials including

cutting the marginal space and

shaping the ends, if required including

initial tacking and final sealing,

subsequent chipping using approved

make of electrodes etc. comp. as per

directed by Engineer-in-charge. It

includes the required chipping,

grinding work on the welded surface.

The welding and joints of the pipes

in the field shall comply with I.S.816-

1965 or its latest amendments. The

welding of joints shall be paid

separately per No. and the contractor

shall quote or the same for various

sizes of pipes as arranged for in the

bill of quantities. Welding for pipe

thickness above 7 mm

Manufature, Supply & Delivery at site

the M.S. specials in the following

sizes suitable for field welding at site

having 12.5 mm th. plates.The size

and dimensions shall be confirming to

IS :7322 as directed by Engineer-in-

charge. The item includes

Conveyance from Store to site of

work loading/unloading hoisting,

marginal cutting wherever required

assembling and welding, hydraulic

testing etc. complete as directed by

DESCRIPTION QTY RATE UNIT AMOUNT

the Engineer-in-charge.

Plain & Socket Ended Specials

Upto 300mm dia 0.00 96.00 Kg -

Above 300mm dia 0.00 96.00 Kg -

Manufature, Supply & Delivery at site

the M.S. specials in the following

sizes suitable for field welding at site

having 12.5 mm th. plates.The size

and dimensions shall be confirming to

IS :7322 as directed by Engineer-in-

charge. The item includes

Conveyance from Store to site of

work loading/unloading hoisting,

marginal cutting wherever required

assembling and welding, hydraulic

testing etc. complete as directed by

the Engineer-in-charge.

Flange Ended Specials

Upto 300mm dia 1320.00 98.00 Kg

Above 300mm dia 95220.00 98.00 Kg

500mm dia Manhole for inspection 8670.00 98.00 Kg

Labour work for fabrication and

supplying at site MS Specials in the

following sizes suitable for field

welding at site. The size and

dimensions shall be confirming to IS:

7322 as directed by Engineer in

19 Charge. The item includes 86770.00 12.50 Kg

conveyance from, store to site of work

loading unloading, hosting marginal

cutting wherever required, assembling

&welding & hydraulic testing etc.

complete as directed by Engineer -in -

Providing and Casting in situ mass

cement concrete in grade M10

proportion 1:3:6 (1 cement :3- coarse

sand : 6- graded stone aggregate of

mm nominal size) using granite

quartzite trap metal of size 12mm to

25mm including consolidation curing

Sluice Valves, Scour Valves and Air

Providing and cast in situ. C.C. in

grade M-25 proportions of ingredients

as per mix design by weigh batching

using granite. quartzite trap metal of

size 12 mm to 20 mm and or 6 mm to

12 mm including scaffolding

centering formwork, needle vibrated

consolidation, curing and hydraulic

DESCRIPTION QTY RATE UNIT AMOUNT

testing etc. complete (Excluding cost

of reinforcement) up to 6 meter height

/ depth Av. G.I. for all water retaining

structures. Sluice Valves, Scour

Valves and Air Valves Chamber

RCC - for base slab (without

RCC - for top slab (with Shuttering) 186.35 8,077.00 CM

RCC - for wall (Above 25cm) 794.88 7,936.00 CM

Providing 15mm thick cement plaster

in single coat on Rough (Similar)side

of single or half brick walls for

interior plastering upto floor two level

and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

Sluice Valves, Scour Valves and Air

Dewatering by pumping set of

required capacity including temporary

platform carting pumping at site and

fixing the same in position incl. all

23 accessories, fuel and labour etc 18.32 HP/Hr

complete (Note: this item shall be

executed when bailing out of

drainage/sub soil water is more than

Providing & fixing IS Mark TMT Bar

FE 500D reinforcement for R.C.C.

work incl. bending, binding & placing

in position etc.comp. Upto G.L./P.L.

Providing and supplying ISI Standard

R.C.C. pipes in standard lengths of

following class and diameter suitable

for rubber ring joints including all

taxes, insurance, transportation,freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. One

rubber ring should be supplied with

each full length socketed pipe, cost

included in rates below.

Lowering, laying and jointing of

following diameters in proper

position, grade and alignment at all

level as directed by Engineer-in-

charge including conveyance from

stores to site of work, labour, giving

hydraulic testing as per IS code.

(A) 150 mm RCCNP3 S & S Rubber

(B) 250 mm RCCNP3 S & S Rubber

DESCRIPTION QTY RATE UNIT AMOUNT

(C) 300 mm RCCNP3 S & S Rubber

(D) 400 mm RCCNP3 S & S Rubber

(E) 450 mm RCCNP3 S & S Rubber

Work of Temporary diversion of

sewage by plugging the manholes at

upstream and downstream of the

sewer stretches proposed to be

26 replaced. The rubber plug required for

the plugging the drainage line shall be

procured by the contractor and the

same shall be the property of

150mm-400mm sewer line 5.00 20,089.29 Nos.

450mm-600mm sewer line 5.00 20,982.14 Nos.

700mm-1200mm sewer line 5.00 23,660.71 Nos.

Colour RCC precast M.H. Frame &

Cover Manufacture, supply &

Delivery at store or at site of work

precast RCC M.200 Frame & cover

suitable to drainage M.H. and as per

type design & Drawing including cost

of reinforcement M.S. Angles or Flat,

curing mold work etc.(a) Heavy duty

Providing & fixing M.S. manhole

frame and cover of 0.6 x 0.45 mt. size

and approx. 50 kg weight with prime

28 coat of red oxide and two coats of oil 3150.00 90.48 Kg

paint having plate thickness of 12mm

etc.complete as directed by Engineer

Providing and fixing polyproplene

steps confirming to an ASTM D

of size 300 x 150 x 25 mm etc.

Giving hydraulic test of the portion of

pipe line in the prescibed manner and

as directed after al ends and branches

30 are securely plugged by using 1.00 8,928.57 LS

approived make pump and pressure

gauge as mentioned in the

specifications.

Providing and casting in situ C.C. in

grade M-15 (approx. corresp. to prop.

1:2:4)(proportions as per mix design

or as per Table 9 of IS456 2000 in

masses by weigh batching ) using

granite, quartzite trap metal of size

mm to 20 mm for RCC work,

including scaffolding centering, form

DESCRIPTION QTY RATE UNIT AMOUNT

work, needle vibrated consolidation,

curing comp. up to 6 meter depth or

height (excluding cost of

reinforcement and neat finishing) with

centering and shuttering/deshuttering

etc. comp. for structure for other than

water retaining.

(without form work) For Thrust Block

Demolition/Dismentalling RCC work

or masonary work or removing of

paver block flooring in any part

32 inculuding stacking of

serviceable/useful material and

disposal of unserviceable material

with all lead and lift.

a. Brick masonary work/Paver block 50.00 550.40 CM

b. RCC work 50.00 1057.47 CM

c. Unreinforce c.c. 50.00 609.26 CM

Warning tape WARMAT ® Brand PE

warning tape with Anti Rodent

Properties ( Con Toxic, Non

Hazardous Eco friendly ROHS

Compliance & 100% recyclable) Moc

: LDPE, Roll length : 250 Mtr, Color :

Green, Text : Black / White, Length

with non deletable high abration.

(i) Size : 300 mm width x 100 Micron

Preparation of as built drawing of

pipeline laid under this work by

showing location of each and every

pipe in two dimension-horizontal and

vertical with respect to the existing

near by property and / or permanent

structure along with invert levels of

the pipeline with respect to the GTS

benchmark in a detailed drawing in a

scale of 1:400. The Contractor shall

submit two sets of as built drawings

periodically, without which the

subsequent R.A. Bill of the work will

not be processed payment purpose.

On completion of the entire work the

contractor shall submit as built

drawings for the whole work in six (6)

sets along with two (2) soft copies as

directed by the Engineer-in-charge.

The item includes all required

equipments, materials, man power for

execution of complete item.

Providing & Installation of barricades

35 incl. supplying, painting, with 32160.00 196.43 SM

flurescent paint and fixing, CGI

DESCRIPTION QTY RATE UNIT AMOUNT

sheets 24 SWG of 1.80 m height &

M.S. posts angle 40 x 40 x 5 mm at

2.0 m c/c and dismantling the same

after complition of work as directed

by Engineer - in - Charge.

Providing and applyng sand blasting

on external surface of M.S. pipes in

36 such a manner that surface should 94099.76 35.00 SM

adhere the outer coating as directed

by the Engineer-in-charge

Providing epoxy coating to inside

pipe line with two parts of Solvent

free high build liquid epoxy lining as

per AWWA C210-07 Suitable for

potable water application & shall be

approved by CFTRI- India/BS 6920-

UK/international standard

/NSF/ANSI/-61 2004 to be fit for

contact with potable water for human

consumption with 406 micron

thickness. inclusive of necessary

materials, labour, Equipment,

Contractor's overhead charges and

profit and including all taxes.

Carting and Recarting of excavted

earth from any site to required place

as per requirement and directed by

engineer in charge

Manufacture, Supply & Delivery of

Electric Resistance Welded (Up to

400mm)/Submerged Arc

Welded(Above 400mm) M.S.Pipe

having beveled ends plate or coil

conforming to IS-3589-2001 or its

latest revision/ ammendment for

following thickness outside diameter

at store or site anywhere in Surat City

Area including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading

conveyance to Departmental stores,

stacking etc. all complete.

DESCRIPTION QTY RATE UNIT AMOUNT

Installation of Product pipe by manual

jacking method including making of

entry and exit pits up to 3mtr depth,

all realted civil works like excavation,

shoring/strutting etc. manual shielded

excavation, lowering of pipe segment

in the jacking pit, laying and jointing

of product pipe through jacking

process from the jacking pit after

project completion as per the

instructionof the Engineer In Charge

all complete except the cost of the

Below 900mm dia Manual pipe

jacking is not permitted for workmen

Above 1800 mm & upto 2200 mm dia 120.00 65,140.00 RM

Above 2200 mm & upto 2600 mm dia 740.00 80,390.00 RM

Installation of product pipe by Micro

Tunneling method including concrete

structural shaft of sheet piles/RCC

retaining walls/well sinking/secant

piling as par respective site

requirements. (upto 100 meter of

installation length and 5m depth) all

inclusive as per IndSTT: 102-2018;

Code of Practice for Micro Tunneling

for slurry based microtunneling

suitable for steel/RCC jacking pipes

suiting indian condition.

Above 1800 mm & upto2100 mm dia

Above 2100 mm & upto2400 mm dia

Above 2400 mm & upto2700 mm dia

Excavation of non-structural pits for

pipe jacking/ramming purpose in soil

inclusive of all shuttering, strutting

and shoring and maintaining the shaft

during construction operation and

backfilling the same after the

completion of work. (i.e.Out to Out

dimensions of shaft )

1) For shafts of 7.5mX5m and up to a

depth of 5m in all type of soil

2) Beyond 5 mtr.depth & upto 7.5 mtr 2343.75 2,381.00 Cum

Providing and filling rubbles

43 including hand packing and filling 100.00 1,064.80 C.M.

interstices with quarry spalls behind

DESCRIPTION QTY RATE UNIT AMOUNT

abutments and between returns as

Supplying and laying flexible gabions

of size 1mx1mx1m(mesh size

100mmx100mm) of rope 9mm dia

P.P.materials filled with 10 to 40 kg

trap rubble stone (approximate weight

1.5 tonne)as per drawing including

packing, inter locking of stones and

stiching, fusing top of gabione and

tying to each other and laying to the

required line, level, slope with all

leads and lifts as directed etc.

Providing and laying geo fabric filter

(GWF-50- 300 catogary) over the

excavated surface as per specification

including stiching with overlap to

design profile as directed in tidal

range etc. complete.

Empty boring through all.sort of strata

for providing 0.5 MT dia. R.C.C

bored piles to required depth

46 including providing necessary casting 308.00 1,610.63 Rmt.

pipe with all plants and equipments as

required completed. (for Truss

Providing and Casting in situ mass

cement concrete in grade M10

proportion 1:3:6 (1 cement :3- coarse

sand : 6- graded stone aggregate of

mm nominal size)using granite

quartzite trap metal of size 12mm to

25mm including consolidation curing

Truss Bridge 12.14 3,662.00 CM

Providing and cast in situ C.C. in

grade M-30 proportions of ingredients

as per mix design by weigh batching

using granite, quartzite trap metal of

size 12 mm to 20 mm and or 6mm to

12 mm including scaffolding

centering formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (excluding cost

of reinforcement) with centering and

shuttering/deshuttering etc. comp up

to 6 meter height/depth av G.L.

Pile for truss bridge 60.48 6,905.00 CM

Pilecap for truss bridge With

Pedestals for truss bridge With 48.24 8,213.00 CM

DESCRIPTION QTY RATE UNIT AMOUNT

Providing & fixing IS Mark TMT Bar

FE 500D reinforcement for R.C.C.

work incl. bending, binding & placing

in position etc. comp. Upto G.L./P.L.

Truss Bridge 27339.11 76.21 Kg

Steel work welded in built up section,

framed work including cutting,

hoisting fixing in position and and

applying a primimg coat of read lead

paint (A)in beams and joists, channels

angles Tees, flats, with connecting

plates or angle cleats as in main and

cross beams. Hip and jack rafters,

purlins connected to common rafters

Longstick Boom Excavator for Khadi

Transportation charges for MS pipes

with truck, and crane including cost of

fuel, oil, all tools and labour with

loading unloading and stacking at site.

Considering average load of

For lead of 5 km 0.00 2033 Per Trip -

For lead of 6 km 0.00 2183 Per Trip -

For lead of 7 km 0.00 2328 Per Trip -

For lead of 8 km 0.00 2468 Per Trip -

For lead of 9 km 0.00 2603 Per Trip -

For lead of 10 km 0.00 2733 Per Trip -

For lead of 15 km 0.00 3331 Per Trip -

For lead of 25 km 0.00 4324 Per Trip -

TOTAL AMOUNT (PART-B) Rs.

TOTAL AMOUNT (PART-B) Rs.

TOTAL AMOUNT (PART-A+B) Rs.

TOTAL AMOUNT (PART-A+B) Rs.

Executive Engineer,

Drainage Department,

Surat Municipal Corporation,

SIGNATURE OF THE CONTRACTOR :-