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Tender Value
₹11.9 Cr
EMD Value
₹11.9 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner (D)
PROVIDING, SUPPLYING, LOWERING & LAYING OF 1219 MM OD AND 10 MM TH. MS RISING PIPELINE FROM TP-86 SPS TO MOTA VARACHHA STP IN NEWLY ADDED AREA OF NEW EAST (SARTHANA) ZONE-B SURAT MUNICIPAL CORPORATION.
282756
DMC/Drainage/11/2025-26 (Work No.-13)
Open
Pipe Laying Work
Surat
3 documents required · 3 mandatory
₹21,240
Commissioner, Surat Municipal Corporation
₹11.9 L
3 Mar 2026
3 Mar 2026
3 Mar 2026
25 Mar 2026
3 Mar 2026
NAME OF WORK: PROVIDING, SUPPLYING AND LAYING OF 1219 MM OD AND
MM TH. MS RISING PIPELINE FROM TP-86 SPS TO MOTA
VARACHHA STP IN NEW EAST (SARTHANA) ZONE-B SURAT
MUNICIPAL CORPORATION.
TENDER NOTICE (online) NO DMC/ Drainage/11/2025-26, Work No. -
VOLUME-II: PRICE BID
Download of tender documents from : 27/02/2026 to 25/03/2026
website smc.nprocure.com
Last date of submission of online tender : Up to 25/03/2026 up to 18.00 hrs.
Last date of submission of tender fees, EMD : From 27/03/2026 to 09/04/2026 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. 09/03/2026
Estimated Cost : Rs. 11,93,80,791.97/-
Earnest Money Deposit (EMD) : Rs. 11,94,000.00/-
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) : 27/03/2026 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, SUPPLYING AND LAYING OF 1219 MM OD AND 10 MM TH. MS
RISING PIPELINE FROM TP-86 SPS TO MOTA VARACHHA STP IN NEW EAST
(SARTHANA) ZONE-B SURAT MUNICIPAL CORPORATION.
1) ESTIMATED COST OF CAPITAL WORK: Rs. 11,93,80,791.97/- (Excluding
(Eleven crore Ninety-Three lakh Eighty thousand and Seventy Hundred Ninety-One
Rupees and Ninety-Seven paisa only.)
TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:
PERCENTAGE HIGHER / BELOW OF Rs. 11,93,80,791.97/- (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
2 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.
3 Providing and Supplying ISI mark CI
double flanged non-rising spindle
Sluice valves(PN 1.0) with gear
operated including all taxes,
insurance, transportation, freight
charges, inspection charges, loading,
unloading, conveyance to departmental
stores stacking etc. complete IS- 780 &
2906 / 1984 & its latest revision
4 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&
Description Qty. Rate Unit Amount
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) Metalled Road
6 Excavation in Bituminous road as per
required gradient and line including
safety provisions using site rails and
stacking excavated stuff including up 2119.95 288.65 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
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, 41641.00 25.30 CM
watering, consolidating as directed by
engineer in charge
10 Lowering, laying, Jointing & welding
Description Qty. Rate Unit Amount
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 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. complete.
12 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.
13 Lowering, laying and jointing in
position following C. I. / D/F Reflux
valves, Butterfly valves, Sluice valves
and Air valves including cost of all
labour, jointing material, including nut
bolts and giving satisfactory hydraulic
testing, etc. complete.
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,
Description Qty. Rate Unit Amount
complete job as per the directions of
the Engineer in charge
(12mm thick for pipes above
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
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 13410.00 361.00 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 76.59 64.40 RM
equipments and labour required for
cutting the pipes excluding cutting of
pipes for M.S. Specials.
Above 5mm and up to 10mm plate
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 76.59 838.35 RM
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
Description Qty. Rate Unit Amount
in the bill of quantities.
Welding for pipe thickness above
18 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 .Plain & Socket Ended
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 130.00 98.00 Kg
Above 300mm dia 3550.00 98.00 Kg
500mm dia Manhole for inspection 1930.00 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 7520.00 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
Description Qty. Rate Unit Amount
mm nominal size)using granite
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 23.58 5520.00 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.
26 Providing and supplying ISI Standard
R.C.C. pipes in standard lengths of
following class and diameter suitable
Description Qty. Rate Unit Amount
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 20089.29 Nos.
450mm-600mm sewer line 2.00 20982.14 Nos.
700mm-1200mm sewer line 2.00 23660.71 Nos.
SMC Approved Rate
28 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 0.00 2294.00 No -
& Drawing including cost of
reinforcement M.S. Angles or Flat,
curing mold work etc.
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 1.00 8928.57 LS
as directed after al ends and branches
Description Qty. Rate Unit Amount
are securely plugged by using
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, 246.00 4732.00 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.
Footing (without form work)
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
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
Description Qty. Rate Unit Amount
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 - Charge.
36 Providing and applyng sand blasting
on external surface of M.S. pipes in
such a manner that surface should 13405.34 35.00 SM
adhere the 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
engineer in charge
39 Drilling of 1700 mm dia Horizontal
borehole for watermain pipeline
crossing under the road incl in all
strata with required length incl
providing and fixing of 1644 mm dia
OD M.S casing pipe with pushing etc
Description Qty. Rate Unit Amount
complete. Without Water main &
with Providing and Fixing of MS
Casing Pipe-1600 thick:22
1644 mm dia OD 22 mm thickness 100.00 71456.09 Rm
40 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 & 15.00 2294.00 No.
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
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 :-
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