PROVIDING AND LAYING OF 150 MM DIA. D.I. RISING MAIN LINE FROM KANSAD ZONE-2(A) SPS TO NEAREST GRAVITY M.H. IN PALI REGION FOR NEWLY ADDED AREA OF NEW SOUTH ZONE, SURAT MUNICIPAL CORPORATION(3rd ATTEMPT)

NAME OF WORK: PROVIDING AND LAYING 150 MM DIA. D.I RISING MAIN LINE FROM

KANSAD ZONE-2(A) SPS TO NEAREST GRAVITY M.H IN PALI

REGION FOR NEWLY ADDED AREA OF NEW SOUTH ZONE, SURAT

MUNICIPAL CORPORATION. (3rd ATTEMPT)

TENDER NOTICE (online) NO: DMC/Drainage/12/2025-26, (Work No:-01)

VOLUME-II: PRICE BID

Download of tender documents from : 20/03/2026 to 09/04/2026

website smctender.nprocure.com

Date of Pre-bid conference : -

Last date of submission of online tender : Up to 09/04/2026, up to 18:00 Hrs

Last date of submission of tender fees, : From 10/04/2026 to 21/04/2026 to Chief

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

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

Estimated Cost : Rs. 42,82,666.15 /- (Excluding GST)

Rs. 50,53,546.06/- (Including GST)

Earnest Money Deposit (EMD) : Rs. 43,000.00 /- (i.e. 1% of Rs. 42,82,666.15 /-)

Document Fees : Rs. 1,770.00 (Inclu CGST9% and SGST 9%)

Opening of Tender (Online) : If Possible, on 10/04/2026, 10:30 hrs onwards

Tender to be submitted to:

The Chief Accountant,

Surat Municipal Corporation,

Muglisarai, Surat – 395

1. NAME OF WORK

PROVIDING AND LAYING 150MM DIA. D.I RISING MAIN LINE FROM KANSAD

ZONE-2(A) SPS TO NEAREST GRAVITY M.H IN PALI REGION FOR NEWLY ADDED

AREA OF NEW SOUTH ZONE, SURAT MUNICIPAL CORPORATION. (3rd ATTEMPT)

1) ESTIMATED COST OF CAPITAL WORK: Rs. 42,82,666.15 (Excluding GST)

(Forty-Two Lakh Eighty-Two Thousand Six Hundred Sixty-Six Rupees and Fifteen

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs.

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:

2. SCHEDULE – B

Sr. Rate Amount

PART-A Providing and Supplying

1 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 etc. complete.

(1) 150 mm dia N-1 With hand wheel 1.00 5,848.00 No

/cap operated (PD type short body)

(2) 50 mm dia PN-1 With hand wheel 2.00 1,938.00 No

/cap operated (PD type short body)

2 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)

3 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 operated

(PD type short body)

4 Manufacture, Supply & Delivery of 3,413.00 148.00 Kg

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 GWSSB store or site of

works anywhere in Gujarat including

all taxes, loading,

unloading, carting, stacking, insurance,

inspection charges, octroi etc.

complete. With External bitumen &

Zinc coating & internal cement motar

Sr. Rate Amount

Socket & Spigot Type

80 to 300 mm dia

5 Manufacture, Supply & Delivery of 3,413.00 155.00 Kg

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 GWSSB store or site of

works anywhere in Gujarat including

all taxes, loading,

unloading, carting, stacking, insurance,

inspection charges, octroi etc.

complete. With External bitumen &

Zinc coating & internal cement motar

80 to 300 mm dia

6 Providing and supplying D. I. K-9

grade pipes for following nominal bore

diameter 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 8329-

2000). For sewerage project cement

mortar lining shall be with sulphate

resistance cement

PART-B Lowering, Laying and Fixing

1 Providing cutting of existing 2,000.00 51.00 RM

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 charge.

2 Excavation for pipeline trenches for 100.00 155.25 CM

water supply, sewerage line, manhole

etc. all with shoring and strutting 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 specified.

Sr. Rate Amount

3 Excavation in bituminous road as pee 100.00 288.65 CM

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 as specified

Excavation in bituminous road

4 Excavation for pipeline trenches for 50.00 427.80 CM

water supply, sewerage line, manhole

etc. all with shoring and strutting 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 specified.

5 Excavation for pipe line trenches for

water supply, sewerage line, manhole

shoring and strutting if required as per

required gradient and line including

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 murrum

(D) depth 4.50 to 6.00 mt. - 125.35 CM -

(E) depth 6.00 to 7.50 mt. - 129.95 CM -

(F) depth 7.50 to 9.00 mt. - 162.15 CM -

6 Providing mantaing upto the required 1,000.00 12.05 SM

period safe guarding lightening the

excavated trenches with proper

barricading, fencing with timer balles,

bamboos, G.I. sheets, red flag and red

lights along with the provision of the

chowkidars as directed by Engineer-in-

7 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.

Sr. Rate Amount

8 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.

Kinetic Air Valve (DK)

9 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.

10 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.

11 Providing and casting in situ mass 5.00 3,662.00 CM

cement concrete in grade M-10

(approx. corresp. to prop. 1:3:6) using

granite quartzite trap metal of size

mm to 25 mm incl. consolidation

curing etc. complete.

Without Form Work

12 Providing and constructing brick work 34.00 4,511.97 CM

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 coarse sand)

13 Providing & Applying 15 mm thick 95.00 237.51 SM

plaster in single coat on brick/concrete

walls similar surfaces for plastering &

finished even & smooth with a floating

coat of cement slurry mixed with

admixture of lime or Neeru in required

proportion etc. comp. in C.M. 1:3 (1

Sr. Rate Amount

Cement: 3 sand) (A) For wall and

similar surfaces -- Ground Floor

14 Providing and casting in situ C.C. in 5.00 5,520.00 CM

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 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)

15 Providing & fixing IS Mark TMT Bar 447.00 76.21 Kg

FE 500D reinforcement for R.C.C.

work incl. bending, binding & placing

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

16 Coloured RCC Precast Machine hole 4.00 2,294.00 No

Frame & Cover Manufacture, supply

& Delivery at store or at site of work

precast RCC M-40 Grade Frame &

Cover suitable to drainage machine

hole and as per type design & drawing

including cost of reinforcement M.S.

Angles or Flat, curing mold work etc

(A) Extra Heavy-Duty Machine hole

Frame of I.S.I. Mark

17 Providing and fixing polypropylene 42.00 111.61 No

steps confirming to an ASTM D

of size 300 x 150 x 25 mm etc.

18 Cutting the C.I/D.I. Pipe in pieces as

necessary for fitting the special like

Tee, bend etc. complete. Pipe thickness

19 Chamfering D.I. Pipes as necessary

for fitting the specials like Tee, Bend

20 Providing & fabricating the clamping 105.00 90.47 Kg

arrangement for caps, plugs at the open

end of the pipe line inclg. necessary

excavation dewatering if any, welding,

fabrication, nuts, bolts etc comp. as per

engineer in charge.

Sr. Rate Amount

21 Providing and casting in situ C.C. in 7.00 4,906.00 CM

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 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

the thrust block inclg. cost of form

22 Making arrangement of flushing work 1.00 8,928.57 Job

of laid line as directed by the engineer

in charge and as per the specification

and site condition.

23 Dewatering by pumping set of required 5,000.00 18.32 HP/Hr

capacity including temporary platform

carting pumping at site and fixing the

same in position including all

accessories, and fuel and labour etc.

24 Refilling the pipeline trenches incl. 3,301.00 25.30 CM

ramming, watering, consolidating

disposal of surplus

stuff as directed within a radius of

km. Refilling as directed

25 Demolition/Dismantling RCC work or

masonry work or removing of paver

block flooring in any part including

stacking of serviceable/useful material

and disposal of unserviceable material

with all lead and lift.

(a) Brick masonry work/Paver block 25.00 550.40 CM

(b) RCC work 25.00 1,057.47 CM

(c) Unreinforced c.c. 15.00 609.26 CM

26 Warning tape WARMAT ® Brand PE 1,000.00 31.25 Rmt

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

27 Work of Temporary diversion of

sewage by plugging the manholes at

upstream and downstream of the sewer

Sr. Rate Amount

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 - 20,982.14 Nos. -

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

28 Preparation of as built drawing of 1.00 6,250.00 KM

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

equipment’s, materials, man power for

execution of complete item.

29 Providing , supplying, Lowering and

Laying in standard length ISI mark

rigid unplasticized 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 material

Test Pressure 6 Kg/cm2.

(C)140 mm dia - 352.45 Rmt. -

(D) 200 mm dia - 707.55 Rmt. -

30 Providing & construction simple

chamber of 23 cm. th' B.B. Masonry 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

Sr. Rate Amount

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 every additional 2.00 2,681.76 No.

depth of 0.1 mt. beyoung 0.45 mt)

31 Providing & Installation of barricades 900.00 196.43 SM

incl. supplying, painting, with

fluorescent paint and fixing, CGI

sheets 24 SWG of 1.80 m height &

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

m c/c and dismantling the same after

completion 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

(A)15 mm dia 25.00 166.00 Rmt.

(C) 50 mm dia - 510.00 Rmt. -

33 Shutdown work for connecting pipe 1.00 13,392.86 Job

34 Carting and Recarting of excavated

earth from any site to required place as

per requirement and directed by

engineer in charge

35 Empty boring through all. sort of strata - 1,610.63 Rmt. -

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

Sr. Rate Amount

piles to required depth including

providing 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

mm nominal size)using granite

quartzite trap metal of size 12mm to

25mm including consolidation curing

Truss Bridge - 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 12 mm

including scaffolding centering

formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (excluding cost of

Pile for truss bridge - 6,905.00 CM -

Pile cap for truss bridge - 8,213.00 CM -

Pedestals for truss bridge - 8,213.00 CM -

38 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 - 76.21 Kg -

39 Steel work welded in built up section, - 90,478.60 MT -

framed work including cutting,

hoisting fixing in position 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 and the like.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.