PROVIDING AND LAYING OF 700 MM DIA. DI SEWERAGE RISING MAIN FROM SAROLI SPS TO NEW SANIYA HEMAD STP IN NEWLY ADDED AREA OF EAST ZONE A (VARACHHA) .

NAME OF WORK: PROVIDING & LAYING OF 700 MM DIA. DI SEWERAGE RISING

MAIN FROM SAROLI SPS TO NEW SANIYA HEMAD STP IN

NEWLY ADDED AREA OF EAST ZONE A (VARACHHA) .

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 up to 17.00 Hrs To

and other documents in hard copy Chief Accountant, "Shri Tapi Bhawan – Surat

Mahanagar Seva Sadan" Gordhandas Chokhawala

Marg, Shri Tapipura, Surat, by R.P.A.D./Speed

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. 5,30,54,206.67/-

Earnest Money Deposit (EMD) : Rs. 5,31,000.00 /-

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) : If Possible, on 25/08/2026, 10.30 Hrs. onwards

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

in hard copy to be submitted to:

To Chief Accountant,

"Shri Tapi Bhawan - Surat Mahanagar Seva Sadan"

Gordhandas Chokhawala Marg,

Shri Tapipura, Surat –

1. NAME OF WORK

PROVIDING & LAYING OF 700 MM DIA. DI SEWERAGE RISING MAIN FROM

SAROLI SPS TO NEW SANIYA HEMAD STP IN NEWLY ADDED AREA OF EAST

ZONE A (VARACHHA).

1) ESTIMATED COST OF CAPITAL WORK: Rs. 5,30,54,206.67/- (Excluding

(Five crore Thirty lakh Fifty-Four thousand and Two Hundred Six Rupees and

Sixty-Seven paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 5,30,54,206.67/- (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 Quantity Rate Per Amount

PART-A Providing and Supplying

1 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).

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 etc. complete.

(1) 700 mm dia PN-1 With gear 3.00 3,61,443.00 No

operated (Alt-1 type Long body)

(2) 150 mm dia PN-1 With hand wheel 4.00 5,848.00 No

/ cap operated (PD type short body)

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.

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.

PN-1 With hand wheel / cap operated

(PD type short body)

5 Manufacture, Supply & Delivery of 10238.00 151.00 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

Description Quantity Rate Per Amount

manufactured as per

IS:8329/1994delivery of specials is to be

made to store or site of 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

liningSocket & Spigot Type350&

6 Manufacture, Supply & Delivery of 10238.00 158.00 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 store or site of works any

where in Gujarat including all taxes,

unloading, carting, stacking, insurance,

inspection charges, octroi etc.

complete.With External bitumen & Zinc

coating & internal cement motar lining

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

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) 700 mm dia PN-1 With gear 3.00 5,784.50 No

operated (Alt-1 type Long body)

(2) 150 mm dia PN-1 With hand wheel / 4.00 672.75 No

cap operated (PD type short body)

3 Lowering, laying and jointing in

position following C. I. / D/F Reflux

valves, Butterfly valves, Sluice valves

Description Quantity Rate Per Amount

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 6000.00 51.00 RM

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.

6 Excavation for pipeline trenches for 360.00 155.25 CM

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

specified.Metalled Road

7 Excavation in bitumious road as pee 720.00 288.65 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.

compelete for all lifts as specified

Excavation in bituminous road

8 Excavation for pipeline trenches for 216.00 427.80 CM

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,

Description Quantity Rate Per Amount

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 murrum

10 Providing mantaing upto the required 1500.00 12.05 SM

period safe guarding lightening the

excavated trenches with proper

barricading, fencing with timer balles,

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

lights alongwith the provision of the

chowkidars as directed by Engineer-in-

11 Providing and casting in situ mass 12.00 3,662.00 CM

cement concrete in grade M-10 (approx.

corresp. to prop. 1:3:6) using granite

quartzite trap metal of size 12 mm to

mm incl. consolidation curing etc.

complete.Without Form Work

12 Providing and constructing brick work 55.00 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 corse sand)

13 Providing & Applying 15 mm thick 175.00 237.51 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

Cement: 3 sand)

14 Providing and casting in situ C.C. in 12.00 5,520.00 CM

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

mm to 20 mm for RCC work, including

scaffolding centering, formwork, needle

Description Quantity Rate Per Amount

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

15 Providing & fixing IS Mark TMT Bar 1020.00 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 Machinehole 10.00 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 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

17 Providing and fixing polyproplene 100.00 111.61 No

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

19 Chamfering D.I. Pipes as necessary for

fitting the specials like Tee, Bend etc.

20 Providing & fabricating the clamping 300.00 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.

21 Providing and casting in situ C.C. in 21.00 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 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 reinforcement and neat finishing)

Description Quantity Rate Per Amount

with centering and

shuttering/deshuttering etc. comp. for

the thrust block inclg. cost of form

22 Making arrangement of flushing work of 1.00 8,928.57 Job

laid line as directed by the engineer in

charge and as per the specification and

site condition.

23 Dewatering by pumping set of required 5000.00 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. 10246.00 25.30 CM

ramming, watering, consolidating

desposal of surplus

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 block 25.00 550.40 CM

(b) RCC work 25.00 1,057.47 CM

(c) Unreinforce c.c. 25.00 609.26 CM

26 Warning tape WARMAT ® Brand PE 3000.00 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 :

mm width x 100 Micron thk.

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 contractor.

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 3.00 6,250.00 KM

pipeline laid under this work by

showing location of each and every pipe

in two dimension-horizontal and

Description Quantity Rate Per Amount

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

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

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 (

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 2.00 2,681.76 No.

depth of 0.1 mt. beyoung 0.45 mt)

31 Providing & Installation of barricades 2700.00 196.43 SM

incl. supplying, painting, with flurescent

paint and fixing, CGI sheets 24 SWG of

1.80 m height & M.S. posts angle 40 x

Description Quantity Rate Per Amount

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

33 Carting and Recarting of excavted earth

from any site to required place as per

requirement and directed by engineer in

34 Drilling of 1300 diameter Horizontal 60.00 41,189.38 Rmt.

borehole for water main pipeline

crossing under the road/canal/highway

including in all strata with required

length including providing & fixing of

1200 mm inner diameter 16 mm

thickness M.S. casing pipe with pushing

etc. complete for 700 mm diameter DI

water mainWithout Water main & with

Providing and fixing of MS Casing Pipe

of following diameter1200 mm inner

diameter 16 mm thickness

35 Empty boring through all.sort of strata 0.00 1,610.63 Rmt. -

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)

Description Quantity Rate Per Amount

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 etc.

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 12 mm

including scaffolding centering

formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (excluding cost of

Pile for truss bridge 0.00 6,905.00 CM -

Pilecap for truss bridge With Shuttering 0.00 8,213.00 CM -

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 as per I.S.

specifications including cost

of binding wire, fright, loading,

unloading and all labour works etc.

Truss Bridge 0.00 77.504 Kg -

39 Steel work welded in built up section, 0.00 90,478.63 MT -

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 and the like.

PART-B TOTAL AMOUNT

PART-B TOTAL AMOUNT

Total Amount (PART-A+B)

Total Amount (PART-A+B)