PROVIDING AND LAYING OF 914 MM DIA OD 8.00 MM THICK SEWERAGE RISING MAIN FROM MOTA VARACHHA SPS TO TP-84 STP IN NEW EAST ZONE-B (SARATHANA) DRAINAGE ZONE, SURAT MUNICIPAL CORPORATION.

NAME OF WORK: PROVIDING AND LAYING OF 914 MM DIA OD 8.00 MM THICK

SEWERAGE RISING MAIN FROM MOTA VARACHHA SPS TO TP-84

STP IN NEW EAST ZONE-B (SARATHANA) DRAINAGE ZONE,

SURAT MUNICIPAL CORPORATION.

TENDER NOTICE (online) NO: DMC/ Drainage/12/2025-26, Work No.-

VOLUME-II: PRICE BID

Download of tender documents from : 23/03/2026 to 15/04/2026

website smc.nprocure.com

Last date of submission of online tender : Up to 15/04/2026 up to 18.00 hrs.

Last date of submission of tender fees, EMD : From 16/04/2026 to 27/04/2026 to Chief

and other documents in hard copy Accountant SMC, Muglisarai, Surat by

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

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

address [email protected] on or

before Dt. 01/04/2026

Estimated Cost : Rs. 6,15,19,194.49 /-

Earnest Money Deposit (EMD) : Rs. 6,16,000.00 /-

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. 14,160.00 (Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : 16/04/2026 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,

Surat Municipal Corporation,

Muglisarai, Surat – 395

1. NAME OF WORK

PROVIDING AND LAYING OF 914 MM DIA OD 8.00 MM THICK SEWERAGE

RISING MAIN FROM MOTA VARACHHA SPS TO TP-84 STP IN NEW EAST ZONE-

B (SARATHANA) DRAINAGE ZONE, SURAT MUNICIPAL CORPORATION.

1) ESTIMATED COST OF CAPITAL WORK: Rs. 6,15,19,194.49 (Excluding

(Six crore Fifteen lakh Nineteen thousand and One Hundred Ninety-Four Rupees

and Forty-Nine paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 6,15,19,194.49 (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

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.

(8.00 mm thick)

Providing and supplying ISI mark CI

(DK-Type) Kinetic Air valve of approve

make and quality including all fittings,

nuts, bolts, taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores

stacking etc. Complete.

Providing and Supplying ISI mark CI

double flanged non-rising spindle Sluice

valves(PN 1.0) with gear operated

including all taxes, insurance,

3 transportation, freight charges, inspection

charges, loading, unloading, conveyance

to departmental stores stacking etc.

complete IS- 780 & 2906 / 1984 & its

latest revision

Providing and Supplying ISI mark CI

Sluice Valves Scour valves (PN 1.0)

with hand wheel /cap operated (PD type

short type) 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.

DESCRIPTION QTY RATE UNIT AMOUNT

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 to 1285.50 288.65 CM

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

7 cutter machine before excavating existing 5250.00 51.00 RM

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

Refilling pipeline trenches and for

manholes with available stacked

9 excavated stuff with ramming, watering, 26129.00 25.30 CM

consolidating as directed by engineer in

Lowering, laying, Jointing & welding in

position to correct line & level M.S. Pipe

10 with outer gunniting & inside

lining/Epoxy painting on pedestal or

chairs upon prepared formation or

DESCRIPTION QTY RATE UNIT AMOUNT

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 and jointing in position

following C. I. / D/F Air valves including

cost of all labour, jointing material,

including nut bolts and giving

satisfactory hydraulic testing, etc.

Lowering, laying and jointing in position

CI double flanged non-rising spindle

Sluice valves including cost of all

labour, jointing material, including nut

bolts and giving satisfactory hydraulic

testing, etc. complete.

Lowering, laying and jointing in position

following C. I. / D/F Reflux valves,

Butterfly valves, Sluice valves and Air

13 valves including cost of all labour,

jointing material, including nut bolts and

giving satisfactory hydraulic testing, 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

14 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

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

DESCRIPTION QTY RATE UNIT AMOUNT

Providing and applying with mechanical

arrangement in 1:2 proportion cement,

sand Guniting to M.S. pipe surface under

2.1 Kg/Sq.Cm 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

15 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 item.

(a) 25mm thick 7180.00 361.00 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 5mm and up to 10mm plate

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

18 suitable for field welding at site having

12.5 mm th. plates.The size and

dimensions shall be confirming to IS

DESCRIPTION QTY RATE UNIT AMOUNT

: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 .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.

18A 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 100.00 98.00 Kg

Above 300mm dia 2260.00 98.00 Kg

500mm dia Manhole for inspection 1450.00 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 Charge. The item includes

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-

20 graded stone aggregate of 40 mm

nominal size)using granite quartzite trap

metal of size 12mm to 25mm including

consolidation curing etc. complete

Sluice Valves, Scour Valves and Air

Providing & construction brick work

using Fly Ash bricks having crushing

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

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

cement:6 sand ) etc. comp. - Ground

DESCRIPTION QTY RATE UNIT AMOUNT

Sluice Valves, Scour Valves and Air

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

Providing and casting in situ C.C. in

grade M-20 (proportions as per mix

design or as per table9 of IS456 2000 in

masses by weigh batching ) using

granite, quartzite trap metal of size 6 mm

to 20 mm for RCC work, including

scaffolding centering, formwork, needle

vibrated consolidation, curing complete

up to 6 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)

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 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

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,

DESCRIPTION QTY RATE UNIT AMOUNT

labour, giving hydraulic testing as per IS

(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

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

150mm-400mm sewer line 2.00 20089.29 Nos.

450mm-600mm sewer line 2.00 20982.14 Nos.

700mm-1200mm sewer line 2.00 23660.71 Nos.

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

Frame of I.S.I. Mark

Providing and fixing polyproplene

29 stepsconfirming to an ASTM D 4104 of 100.00 111.61 No

size 300 x 150 x 25 mm etc. complete.

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 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 6 mm to

mm for RCC work, including scaffolding

centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter

depth or height (excluding cost of

DESCRIPTION QTY RATE UNIT AMOUNT

reinforcement and neat finishing) with

centering and shuttering/deshuttering etc.

comp. for structure for other than water

Footing (without form work)

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

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

(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

34 built drawings periodically, without 2.50 6250.00 KM

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

Providing & Installation of barricades

incl. supplying, painting, with flurescent

paint and fixing, CGI sheets 24 SWG of

35 1.80 m height & M.S. posts angle 40 x 40 3000.00 196.43 SM

x 5 mm at 2.0 m c/c and dismantling the

same after complition of work as directed

by Engineer - in - Charge.

DESCRIPTION QTY RATE UNIT AMOUNT

Providing and applyng sand blasting on

external surface of M.S. pipes in such a

36 manner that surface should adhere the 7179.47 35.00 SM

outer coating as directed by the Engineer-

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

37 standard /NSF/ANSI/-61 2004 to be fit 7200.00 332.00 SM

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

Carting and Recarting of excavted earth

from any site to required place as per

requirement and directed by engineer in

Drilling of 1500 mm dia Horizontal

borehole for watermain pipeline crossing

under the road incl in all strata with

required length incl providing and fixing

39 of 1440 mm dia OD M.S casing pipe

with pushing etc complete. Without

Water main & with Providing and

Fixing of MS Casing Pipe-1400

1440 mm dia OD 20 mm thickness 150.00 57779.51 Rm

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 :-