PROVIDING, SUPPLYING, LAYING OF 1626 MM OD AND 14.2 MM TH. MS RISING MAIN PIPELINE FROM VALAK TREATED WATER PUMPING STATION TO VARACHHA STP PLOT OF SURAT MUNICIPAL CORPORATION.

NAME OF WORK: PROVIDING, SUPPLYING, LAYING OF 1626 MM OD AND 14.2 MM

TH. MS RISING MAIN PIPELINE FROM VALAK TREATED WATER

PUMPING STATION TO VARACHHA STP PLOT OF SURAT

MUNICIPAL CORPORATION.

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

VOLUME-II: PRICE BID

Download of tender documents from : 24/07/2026 to 24/08/2026

website smc.nprocure.com

Last date of submission of online tender : Up to 24/08/2026 up to 18.00 hrs.

Last date of submission of tender fees, EMD : From 25/08/2026 to 07/09/2026 to Chief

and other documents in hard copy Accountant SMC, Tapi Bhavan, Tapipura, Surat by

R.P.A.D./Speed Post up to 17.00 hrs.

Date of Pre-bid conference : Bidders shall have to post queries on E-mail

address [email protected] on or

before 07/08/2026

Estimated Cost : Rs. 34,02,55,849.69/- (Excluding GST)

Earnest Money Deposit (EMD) : Rs. 34,03,000.00/-

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) :

If Possible, on 21/08/2026 10:30 Hrs. onwards

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

in hard copy to be submitted to:

The Chief Accountant, Tapi Bhavan

Surat Municipal Corporation,

Tapipura, Surat 395

1. NAME OF WORK

PROVIDING, SUPPLYING, LAYING OF 1626 MM OD AND 14.2 MM TH. MS RISING

MAIN PIPELINE FROM VALAK TREATED WATER PUMPING STATION TO

VARACHHA STP PLOT OF SURAT MUNICIPAL CORPORATION.

1) ESTIMATED COST OF CAPITAL WORK: Rs.34,02,55,849.69/- (Excluding

(Thirty-Four Crore Two Lakh Fifty-Five Thousand Eight Hundred Fourty-Nine

Rupees and Sixty-Nine Paisa only.)

PERCENTAGE HIGHER / BELOW OF Rs. 34,02,55,849.69/- (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

1 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

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. (14.2 mm thick)

2 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 charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores,

stacking with nutbolt, gasket and tail

piece etc. complete.

Temper proof air valve with isolation

sluice valve PN

3 Providing and supplying DI D/F

Double Eccentic Butterfly valves as

per IS 13095 Standard,Rated to PN

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 ,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. complete.

4 Providing and Supplying ISI mark

DIDF Non Rising Spindle Resilient

DESCRIPTION QTY RATE UNIT AMOUNT

Seated Sluice valve as Per IS

Standard Drillied to IS 1538 Body

wedge in DI IS 1865 GR 500/7

Wedge in EPDM Rubber encapsulated

SS 410 SPINDLE , IS 320 HTB2

WEDGE Nut, Powder coated internal

and external , PN 1.0/PN1.6 including

all fittings,nuts,bolts,taxes,insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores

stacking etc. complete IS 780&

TOTAL AMOUNT (PART-A) Rs.

TOTAL AMOUNT (PART-A) Rs.

PART-B LOWERING, LAYING AND FIXING

5 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)

6 Excavation in Bituminous road as per

required gradient and line including

safety provisions using site rails and

stacking excavated stuff including up 3784.56 288.65 CM

to all required lead cleaning the site

etc. complete for all lift as specified.

(B) Excavation in Bituminous Road

7 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.

8 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

DESCRIPTION QTY RATE UNIT AMOUNT

lifts and strata as specified.

(a) In all sorts of soil and soft murrum

9 Refilling pipeline trenches and for

manholes with available stacked

excavated stuff with ramming, 53443.73 25.30 CM

watering, consolidating as directed by

engineer in charge

10 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 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

11 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 charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores,

stacking with nutbolt, gasket and tail

piece etc. complete.

Temper proof air valve with isolation

sluice valve PN

12 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 ,SS410 shaft ,Gear

box operated of following class and

diameter including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

DESCRIPTION QTY RATE UNIT AMOUNT

conveyance to departmental stores,

stacking etc. complete.

13 Lowering, laying and jointing in

position following ISI mark DIDF

Non Rising Spindle Resilient Seated

Sluice valve as Per IS 14846 Standard

Drillied to IS 1538 Body wedge in DI

IS 1865 GR 500/7 , Wedge in EPDM

Rubber encapsulated SS 410 SPINDLE

, IS 320 HTB2 WEDGE Nut, Powder

coated internal and external , PN

1.0/PN1.6 including all

fittings,nuts,bolts,taxes,insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores

stacking etc. complete IS 780&

14 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 700 mm

15 Providing and applying with

mechanical arrangement in 1:2

proportion cement, sand Guniting to

M.S. pipe surface under 2.1 Kg/Sq.Cm

DESCRIPTION QTY RATE UNIT AMOUNT

to 2.8 Kg/Sq.Cm pressure 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

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

(a) 25mm thick 26566.24 361.00 SM

16 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

17 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

18 Manufature, Supply & Delivery at site

the M.S. specials in the following

DESCRIPTION QTY RATE UNIT AMOUNT

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-

Plain & Socket Ended Specials

Upto 300mm dia 0.00 96.00 Kg -

Above 300mm dia 0.00 96.00 Kg -

18A 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-

Flange Ended Specials

Upto 300mm dia 340.00 98.00 Kg

Above 300mm dia 15460.00 98.00 Kg

500mm dia Manhole for inspection 2890.00 98.00 Kg

19 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

Charge. The item includes conveyance 19920.00 12.50 Kg

from, store to site of work loading

unloading, hosting marginal cutting

wherever required, assembling

&welding & hydraulic testing etc.

complete as directed by Engineer -in -

20 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

DESCRIPTION QTY RATE UNIT AMOUNT

quartzite trap metal of size 12mm to

25mm including consolidation curing

Sluice Valves, Scour Valves and Air

21 Providing & construction brick work

using Fly Ash bricks having crushing

strength not less than 35 Kg./sq.cm. in

foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp. - Ground

Sluice Valves, Scour Valves and Air

22 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

23 Providing and casting in situ C.C. in

grade M-20 (proportions as per mix

design or as per table9 of IS456

in masses by weigh batching ) using

granite, quartzite trap metal of size

mm to 20 mm for RCC work,

including scaffolding centering,

formwork, needle vibrated 32.14 5,520.00 CM

consolidation, curing complete up to

meter depth or height (excluding cost

of reinforcement and neat finishing)

with centering and

shuttering/deshuttering etc. complete

for structure other than water retaining

(Below G.L) (with formwork)

24 Dewatering by pumping set of required

capacity including temporary platform

carting pumping at site and fixing the

same in position incl. all

accessories,fuel and labour etc 10000.00 18.32 HP/Hr

complete (Note: this item shall be

executed when bailing out of

drainage/sub soil water is more than

25 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.

DESCRIPTION QTY RATE UNIT AMOUNT

26 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

(C) 300 mm RCCNP3 S & S Rubber

(D) 400 mm RCCNP3 S & S Rubber

(E) 450 mm RCCNP3 S & S Rubber

27 Work of Temporary diversion of

sewage by plugging the manholes at

upstream and downstream of the sewer

stretches proposed to be 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 contractor.

150mm-400mm sewer line 2.00 20,089.29 Nos.

450mm-600mm sewer line 2.00 20,982.14 Nos.

700mm-1200mm sewer line 2.00 23,660.71 Nos.

28 Coloured RCC Precast Machinehole

Frame & Cover Manufacture, supply &

Delivery at store or at site of work

precast RCC M-40 Grade Frame &

Cover suitable to drainage

machinehole and as per type design &

drawing including cost of

reinforcement M.S. Angles or Flat,

curing mold work etc

(A) Extra Heavy Duty Machinehole

DESCRIPTION QTY RATE UNIT AMOUNT

Frame of I.S.I. Mark

29 Providing and fixing polyproplene

stepsconfirming to an ASTM D

of size 300 x 150 x 25 mm etc.

30 Giving hydraulic test of the portion of

pipe line in the prescibed manner and

as directed after al ends and branches

are securely plugged by using 1.00 8,928.57 LS

approived make pump and pressure

gauge as mentioned in the

specifications.

31 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 6 mm to

mm for RCC work, including

scaffolding centering, form work, 733.66 4,732.00 CM

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 Thurst Block

32 Demolition/Dismentalling RCC work

or masonary work or removing of

paver block flooring in any part

inculuding stacking of

serviceable/useful material and

disposal of unserviceable material with

all lead and lift.

a. Brick masonary work/Paver block 10.00 550.40 CM

b. RCC work 10.00 1057.47 CM

c. Unreinforce c.c. 10.00 609.26 CM

33 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

34 Preparation of as built drawing of

pipeline laid under this work by

DESCRIPTION QTY RATE UNIT AMOUNT

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.

35 Providing & Installation of barricades

incl. supplying, painting, with

flurescent paint and fixing, CGI 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 -

36 Providing and applyng sand blasting on

external surface of M.S. pipes in such a

manner that surface should adhere the 26566.24 35.00 SM

outer coating as directed by the

Engineer-in-charge

37 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.

38 Carting and Recarting of excavted

earth from any site to required place as

per requirement and directed by

DESCRIPTION QTY RATE UNIT AMOUNT

engineer in charge

39 Drilling of 2100 mm dia Horizontal

borehole for watermain pipeline

crossing under the road incl in all strata

with required length incl providing and

fixing of 2048 mm dia OD M.S casing

pipe with pushing etc complete.

Without Water main & with

Providing and Fixing of MS Casing

Pipe-2000 thick:24

2048 mm dia OD 24 mm thickness 500.00 95,867.60 Rm

40 Empty boring through all.sort of strata

for providing 0.5 MT dia. R.C.C bored

piles to required depth including

providing necessary casting pipe with

all plants and equipments as required

completed. (for Truss Bridge)

41 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 31.21 3,662.00 CM

42 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

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 155.51 6,905.00 CM

Pilecap for truss bridge With

DESCRIPTION QTY RATE UNIT AMOUNT

Pedestals for truss bridge 124.04 8,213.00 CM

43 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 70300.57 76.21 Kg

44 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

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 :-