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Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner (D)
PROVIDING & LAYING OF 800 MM DIA. DI SEWERAGE RISING MAIN FROM SANIYA HEMAD SPS TO NEW SANIYA HEMAD STP IN NEWLY ADDED AREA OF EAST ZONE A (VARACHHA).
283184
DMC/Drainage/11/2025-26, Work No. -06.
Open
Pipe Laying Work
Surat
3 documents required · 3 mandatory
₹4,248
Commissioner, Surat Municipal Corporation
₹1.1 L
5 Mar 2026
5 Mar 2026
5 Mar 2026
25 Mar 2026
5 Mar 2026
NAME OF WORK: PROVIDING & LAYING OF 800 MM DIA. DI SEWERAGE RISING
MAIN FROM SANIYA HEMAD SPS TO NEW SANIYA HEMAD STP
IN NEWLY ADDED AREA OF EAST ZONE A (VARACHHA).
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. 1,13,89,294.06 /-
Earnest Money Deposit (EMD) : Rs. 1,14,000.00/-
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. 4,248.00 (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 & LAYING OF 800 MM DIA. DI SEWERAGE RISING MAIN FROM
SANIYA HEMAD SPS TO NEW SANIYA HEMAD STP IN NEWLY ADDED AREA OF
EAST ZONE A (VARACHHA).
1) ESTIMATED COST OF CAPITAL WORK: Rs. 1,13,89,294.06 (Excluding
(One crore Thirteen lakh Eighty-Nine thousand and Two Hundred Ninety Four
Rupees and Six paisa only.)
TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:
PERCENTAGE HIGHER / BELOW OF Rs. 1,13,89,294.06 (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:
m Description Quantity Rate Per Amount
PART-A Providing and Supplying
1 Providing and supplying D. I. K-9
grade pipes for following nominal
bore diamester with internal
cement mortar lining including all
taxes, insurance, transportation,
freight charges, octroi, inspection
charges, loading, unloading,
conveyance to departmental
stores, stacking etc. complete. (IS
2 Providing and supplying of ISI
mark CI D/F Sluice Valves as per
IS:14846 (Latest Edition) of
following class and diameter
including all taxes, insurance,
transportation, freight charges,
octroi, inspection charges,
loading, unloading, conveyance
to departmental stores, stacking
(1) 800 mm dia PN-1 With gear
operated (Alt-1 type Long 1.00 6,52,606.00 No
(2) 150 mm dia PN-1 With hand
wheel / cap operated (PD type 1.00 5,848.00 No
3 Providing and supplying of C. I.
Air valves 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 etc. complete.
Kinetic Air Valve (DK)
4 Providing and supplying of ISI
mark CI D/F Sluice Valves for
Scour Valve as per IS:14846
(Latest Edition) of following
class and diameter including all
taxes, insurance, transportation,
freight charges, octroi, inspection
charges, loading, unloading,
conveyance to departmental
stores, stacking etc. complete.
PN-1 With hand wheel / cap
m Description Quantity Rate Per Amount
operated (PD type short body)
5 Manufacture, Supply & Delivery
of Ductile Iron Flange socket
spigot bends, tees, reducers or
any other specials as per BS-EN-
545/1995 Class-A series K12
suitable for use with D.I. Pipes
manufactured as per
IS:8329/1994delivery of specials
is to be made to store or site of
works any where in Gujarat 1707.00 151.00 Kg
including all taxes,
loading,unloading, carting,
stacking, insurance, inspection
charges, octroi etc.
complete.With External bitumen
& Zinc coating & internal cement
Socket & Spigot Type350&
6 Manufacture, Supply & Delivery
of Ductile Iron Flange socket
spigot bends, tees, reducers or
any other specials as per BS-EN-
545/1995 Class-A series K12
suitable for use with D.I. Pipes
manufactured as per
IS:8329/1994delivery of specials
is to be made to store or site of 1707.00 158.00 Kg
works any where in Gujarat
including all taxes, loading,
unloading, carting, stacking,
insurance, inspection charges,
octroi etc. complete.With
External bitumen & Zinc coating
& internal cement motar lining
Flanged ended 350& Above
PART-A TOTAL AMOUNT
PART-A TOTAL AMOUNT
PART-B Lowering, Laying and Fixing
1 Lowering, laying and jointing D.
I. S & S Spun pipes suitable for
Tyton joints / Mortar lined D. I.
Pipes of various classes with CI /
MS specials of following
diameters in proper position,
grade and alignment as directed
by Engineer-in-charge including
hydraulic testing etc. comp.
2 Lowering, laying and jointing in
m Description Quantity Rate Per Amount
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.
(1) 800 mm dia PN-1 With gear
operated (Alt-1 type Long body)
(2) 150 mm dia PN-1 With hand
wheel / cap operated (PD type 1.00 672.75 No
3 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.
Kinetic Air Valve (DK)
4 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.
5 Providing cutting of existing
bituminous surface up to suitable
depth in line and alignment using
Mechanically 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 in
6 Excavation for pipeline trenches
for water supply, sewerage line,
machinehole etc. all with shoring
and struting if required as per
required gradient and line
including safety provision using 65.00 155.25 CM
site rails and stacking excavated
stuff including up to all required
lead cleaning the site etc.
complete for all lifts and strata as
m Description Quantity Rate Per Amount
7 Excavation in bitumious road as
pee required gradient and line
including safety provision using
site rails and stacking excavated
stuff including up to all required 130.00 288.65 CM
lead cleaning the site etc.
compelete for all lifts as
specifiedExcavation in
bituminous road
8 Excavation for pipeline trenches
for water supply, sewerage line,
machinehole etc. all with shoring
and struting if required as per
required gradient and line
including safety provision using
site rails and stacking excavated
stuff including up to all required
lead cleaning the site etc.
complete for all lifts and strata as
9 Excavation for pipe line trenches
for water supply, sewerage line,
machinehole 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
In all sorts of soil and soft
10 Providing mantaing upto the
required period safe guarding
lightening the excavated trenches
with proper barricading, fencing
with timer balles, bamboos, G.I. 250.00 12.05 SM
sheets, red fiag and red lights
alongwith the provision of the
chowkidars as directed by
Engineer-in-charge.
11 Providing and casting in situ mass 4.00 3,662.00 CM
m Description Quantity Rate Per Amount
cement concrete in grade M-10
(approx. corresp. to prop. 1:3:6)
using granite quartzite trap metal
of size 12 mm to 25 mm incl.
consolidation curing etc.
Without Form Work
12 Providing and constructing brick
work using common burnt clay
Fly Ash building bricks having
crushing strength not less than
35Kg/Sq.cm. in foundation and
plinth incl. racking out joints,
watering etc. as directed in CM
1:6 (1 Cement:6 corse sand)
13 Providing & Applying 15 mm
thick plaster in single coat on
brick/concrete walls similar
surfaces for plastering & finished
even & smooth with a floating 55.00 237.51 SM
coat of cement slurry mixed with
admixture of lime or neeru in
required proportion etc. comp. in
C.M. 1:3 (1 Cement: 3 sand)
14 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. (for
Sluice valve, Scour valve and Air
Valves) With Formwork
15 Providing & fixing IS Mark TMT
Bar FE 500D reinforcement for
R.C.C. work incl. bending, 340.00 76.21 Kg
binding & placing in position etc.
comp. Upto G.L./P.L.
16 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 Description Quantity Rate Per Amount
M.S. Angles or Flat, curing mold
(A) Extra Heavy Duty
Machinehole Frame of I.S.I.
17 Providing and fixing
polyproplene stepsconfirming to
an ASTM D 4104 of size 300 x
150 x 25 mm etc. complete.
18 Cutting the C.I/D.I. Pipe in pieces
as necessary for fitting the special
like Tee, bend etc. complete.Pipe
thickness up to 10mm
19 Chamfering D.I. Pipes as
necessary for fitting the specials
like Tee, Bend etc. complete.
20 Providing & fabricating the
clamping arrangement for caps,
plugs at the open end of the pipe
line inclg. necessary excavation 50.00 90.47 Kg
dewatering if any, welding,
fabrication, nuts, bolts etc comp.
as per engineer in charge.
21 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 20 mm
for RCC work, including
scaffolding centering, form work, 5.00 4,906.00 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 the thrust block inclg. cost of
22 Making arrangement of flushing
work of laid line as directed by
the engineer in charge and as per 1.00 8,928.57 Job
the specification and site
23 Dewatering by pumping set of
required capacity including 5000.00 18.32 HP/Hr
temporary platform carting
m Description Quantity Rate Per Amount
pumping at site and fixing the
same in position including all
accessories, and fuel and labour
24 Refilling the pipeline trenches
incl. ramming, watering,
consolidating desposal of surplus 1808.00 25.30 CM
stuff as directed within a radius of
3 km. Refilling as directed
25 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
(b) RCC work 25.00 1,057.47 CM
(c) Unreinforce c.c. 25.00 609.26 CM
26 Warning tape WARMAT ®
Brand PE warning tape with Anti
Rodent Properties ( Con Toxic,
Non Hazardous Eco friendly
ROHS Compliance & 100%
recyclable) Moc : LDPE, Roll 500.00 31.25 Rmt
length : 250 Mtr, Color : Green,
Text : Black / White, Length with
non deletable high abration.
(i) Size : 300 mm width x
27 Work of Temporary diversion of
sewage by plugging the
machineholes 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 20,089.29 Nos.
450mm-600mm sewer line 0.00 20,982.14 Nos. -
700mm-1200mm sewer line 0.00 23,660.71 Nos. -
28 Preparation of as built drawing of
pipeline laid under this work by
showing location of each and
every pipe in two dimension- 1.00 6,250.00 KM
horizontal and vertical with
respect to the existing near by
property and / or permanent
m Description Quantity Rate Per Amount
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.
29 Providing , supplying, Lowering
and Laying in standard length ISI
mark rigid unplasticised PVC
pipes suitable for potable water
with ring fit joint including cost
of rings, as per IS specification
no. 4985/1988 including all local
and central taxes, transportation,
freight charges, octroi, inspection
charges, loading, unloading,
conveyance to the departmental
stores and including cost of
jointing meterial etc. complete.
Test Pressure 6 Kg/cm2.
30 Providing & construction simple
chamber of 23 cm. th' B.B.
Masonary in C.M 1:5 with
cement plaster 15 mm th' in C.M.
1:3 inside & outside to exposed
faces, R.C.C. top slab with 1:2:4
mix ( 1 cement: 2 Sand : 4 Grade
stone aggregate 20mm size)
,Foundation concrete 1:5:10 &
fixing precast RCC heavy duty
cover etc. comp. Inside
dimension,455 x 610 mm &450
mm deep for single pipe
(Extra Rs. 242.39 for avery
additional depth of 0.1 mt. 2.00 2,681.76 No.
beyoung 0.45 mt)
m Description Quantity Rate Per Amount
31 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 450.00 196.43 SM
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.
32 Providing & Fixing PVC pipe
(SCH-80) of Prince/
Supreme/Jain/ Astral/ Tulsi/
finolex make for water supply
line at all levels incl. fixture like
bends, tees, shoe etc joined with
resin of approved brand &
manufacture etc. comp. pipe shall
be fixed on the wall the help of
clamp at every two meter C/C or
shall be concealed as directed
including necessary fittings etc.
including testing of pipe and
joints and fixing the same with
adhesive solvent, including cost
of all materials
33 Carting and Recarting of
excavted earth from any site to
required place as per requirement
and directed by engineer in
(K) Above 5.0 K.M. & Up To
34 Drilling of 1300 diameter
Horizontal borehole for water
main pipeline crossing under the
road/canal/highway including in 0.00 41,189.38 Rmt. -
all strata with required length
including providing & fixing of
1200 mm inner diameter 16 mm
m Description Quantity Rate Per Amount
thickness M.S. casing pipe with
pushing etc. complete for
mm diameter DI water main
Without Water main & with
Providing and fixing of MS
Casing Pipe of following
1200 mm inner diameter 16 mm
35 Empty boring through all.sort of
strata for providing 0.5 MT dia.
R.C.C bored piles to required
depth including providing 0.00 1,610.63 Rmt. -
necessary casting pipe with all
plants and equipments as required
completed. (for Truss Bridge)
36 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 40 mm nominal
size)using granite quartzite trap
metal of size 12mm to 25mm
including consolidation curing
Truss Bridge 0.00 3,662.00 CM -
37 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
mm including scaffolding
centering formwork, needle
vibrated consolidation, curing and
hydraulic testing etc. complete
(excluding cost of reinforcement)
Pile for truss bridge 0.00 6,905.00 CM -
Pilecap for truss bridge With
Pedestals for truss bridge 0.00 8,213.00 CM -
38 Providing, Carting, fixing,
cutting, bending, binding and
placing in position TMT (FE
500) bar steel reinforcement as
per plan and design and
specifications including cost
of binding wire, fright, loading,
unloading and all labour
works etc. complete.
Truss Bridge 0.00 77.504 Kg -
m Description Quantity Rate Per Amount
39 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, 0.00 90,478.63 MT -
flats, with connecting plates or
angle cleats as in main and cross
beams. Hip and jack rafters,
purlins connected to common
rafters and the like.
PART-B TOTAL AMOUNT Rs.
PART-B TOTAL AMOUNT Rs.
Total Amount (PART-A+B) Rs.
Total Amount (PART-A+B) Rs.
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Technical Bid_RM_Saniya hemad_800 Dia (1).pdf
Schedule-B_RM_Saniya hemad_800 Dia (1).pdf
Sania hemad Rising main.dwg (1).pdf
SUPREME COURT JUDGEMENT.pdf
THE PROHIBITION OF EMPLOYEMENT AS MANUAL ACT 2013.pdf
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