PROVIDING, SUPPLYING, LOWERING & LAYING OF INTEGRATED MS GRAVITY MAIN DISPOSAL PIPELINE FOR CONVEYING OF TREATED SEWAGE FROM F.P. NO. 332 AND 327, TP-84 STP TO TREATED WATER PUMPING STATION AT F.P. 105, T.P. 37 (VARIYAV), SURAT MUNICIPAL CORPORATION (PART-B).

NAME OF WORK: PROVIDING, SUPPLYING, LOWERING & LAYING OF INTEGRATED

MS GRAVITY MAIN DISPOSAL PIPELINE FOR CONVEYING OF

TREATED SEWAGE FROM F.P. NO. 332 AND 327, TP-84 STP TO

TREATED WATER PUMPING STATION AT F.P. 105, T.P.

(VARIYAV), SURAT MUNICIPAL CORPORATION (PART-B)

TENDER NOTICE (online) NO: DMC/ Drainage/03/2026-27, Work No. -

VOLUME-II: PRICE BID

Download of tender documents from website : 10/08/2026 to 10/09/2026

smc.nprocure.com

Last date of submission of online tender : Up to 10/09/2026 up to 18.00 hrs.

Last date of submission of tender fees, EMD : From 11/09/2026 to 23/09/2026 To Chief

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

Seva Sadan" Gordhandas Chokhawala Marg, Shri

Tapipura, Surat, by R.P.A.D./Speed Post. up to

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

address [email protected] on or

before Dt. 25/08/2026

Estimated Cost : Rs. 1,92,51,15,746.56/-

Earnest Money Deposit (EMD) : Rs.1,92,52,000.00/-

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) : If possible on 11/09/2026, 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, SUPPLYING, LOWERING & LAYING OF INTEGRATED MS GRAVITY

MAIN DISPOSAL PIPELINE FOR CONVEYING OF TREATED SEWAGE FROM F.P.

NO. 332 AND 327, TP-84 STP TO TREATED WATER PUMPING STATION AT F.P.

T.P. 37 (VARIYAV), SURAT MUNICIPAL CORPORATION (PART-B).

ESTIMATED COST OF CAPITAL WORK: Rs. 1,92,51,15,746.56/- (Excluding

(One Hundred and Ninety-Two Crore Fifty-One lakh Fifteen thousand Seven

Hundred Forty-Six Rupees and Fifty-Six paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 1,92,51,15,746.56/- (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:

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

PART-A PROVIDING AND SUPPLYING

1 PROVIDING, SUPPLYING,

LOWERING & LAYING OF

INTEGRATED MS GRAVITY

MAIN DISPOSAL PIPELINE

FOR CONVEYING OF

TREATED SEWAGE FROM

F.P. NO. 332 AND 327, TP-84

STP TO TREATED WATER

PUMPING STATION AT F.P.

105, T.P. 37 (VARIYAV),

SURAT MUNICIPAL

CORPORATION (PART-B)

2 Providing and supplying DI

Temper proof Air valves with SS

304 Float gun metal- nozzle 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 with

nutbolt, gasket and tail piece etc.

Temper proof air valve with

isolation sluice valve PN

3 Providing and supplying DI D/F

Double Eccentic Butterfly valves

as per IS 13095 Standard,Rated to

PN 1.6 drilled to IS 1538 , Body

and Disc in DI IS:1865 Gr.500/7

, Body Seat Ring in SS304

,Clamping Ring in CF8, ,Disc

Seal-EPDM Rubber ,SS410 shaft

,Gear box operated of following

class and diameter including all

taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

stores, stacking etc. complete.

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

4 Providing and supplying DI D/F

Non Rising SpindleResilient

Seated Sluice valve as Per IS

14846 STANDARD DRILLED

TO IS 1538 Body wedge in DI IS

1865 GR 500/7 , Wedge in EPDM

Rubber encapsulated SS

SPINDLE , IS 320 HTB2

WEDGE Nut, Powder coated

internal and external , PN

1.0/PN1.6 of following class and

diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

stores, stacking etc. complete.

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

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

lead cleaning the site etc.

complete for all lift as specified.

(B) Excavation in Bituminous

7 Providing cutting of existing

bituminous surface up to suitable

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

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

9 Refilling pipeline trenches and for

manholes with available stacked

watering, consolidating as

directed by engineer in charge

10 Lowering, laying, Jointing &

welding 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 of DI

Temper proof Air valves with SS

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

304 Float gun metal- nozzle 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 with

nutbolt, gasket and tail piece etc.

Temper proof air valve with

isolation sluice valve PN

12 Lowering & Laying of DI D/F

Double Eccentic Butterfly valves

as per IS 13095 Standard,Rated to

PN 1.6 drilled to IS 1538 , Body

and Disc in DI IS:1865 Gr.500/7

, Body Seat Ring in SS304

,Clamping Ring in CF8, ,Disc

Seal-EPDM Rubber ,SS410 shaft

,Gear box operated of following

class and diameter including all

taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

stores, stacking etc. complete.

13 Lowering & Laying of DI D/F

Non Rising SpindleResilient

Seated Sluice valve as Per IS

14846 STANDARD DRILLED

TO IS 1538 Body wedge in DI IS

1865 GR 500/7 , Wedge in EPDM

Rubber encapsulated SS

SPINDLE , IS 320 HTB2

WEDGE Nut, Powder coated

internal and external , PN

1.0/PN1.6 of following class and

diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

stores, stacking etc. complete.

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

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, complete job as per the

directions of the Engineer in

(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

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 50 mtr.

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

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

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 28.09 223.81 124.16 25.54 51.07 82.99 28.09 563.75 82.80 RM

material equipments and labour

required for cutting the pipes

excluding cutting of pipes for

Above 10mm plate thickness

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 required chipping,

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

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.

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

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-

Plain & Socket Ended Specials

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-in-

Flange Ended Specials

500mm dia Manhole for

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

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 -Charge.

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 40 mm nominal

size)using granite quartzite trap

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

metal of size 12mm to 25mm

including consolidation curing

Sluice Valves, Scour Valves and

Air Valves Chamber

21 Providing and cast in situ. C.C. in

grade M-25 proportions of

ingredlents as per mix design by

weigh batching using granite.

quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm

including scaffolding centering

formwork, needle vibrated

consolidation, curing and

hydraulic testing etc. complete

(Excluding cost of reinforcement)

up to 6 meter height / depth Av.

G.I. for all water retaining

Sluice Valves, Scour Valves and

Air Valves Chamber

RCC - for base slab (without

RCC - for top slab (with

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 Valves Chamber

23 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

24 Providing & fixing IS Mark TMT

Bar FE 500D reinforcement for

binding & placing in position

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

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

25 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 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 Ring joint

(B) 250 mm RCCNP3 S & S

Rubber Ring joint

(C) 300 mm RCCNP3 S & S

Rubber Ring joint

(D) 400 mm RCCNP3 S & S

Rubber Ring joint

(E) 450 mm RCCNP3 S & S

Rubber Ring joint

26 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.

27 Coloured 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 & Drawing including cost

of reinforcement M.S. Angles or

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

Flat, curing mold work etc.

28 Providing & fixing M.S. manhole

frame and cover of 0.6 x 0.45 mt.

size and approx. 50 kg weight

two coats of oil paint having plate

thickness of 12mm etc.complete

as directed by Engineer incharge.

29 Providing and fixing

polyproplene stepsconfirming to

an ASTM D 4104 of size 300 x

150 x 25 mm etc. complete.

30 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.

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 20 mm

for RCC work, including

scaffolding centering, form work,

needle vibrated consolidation, 21.16 272.35 183.08 25.31 54.12 90.20 21.16 667.38 4,732.00 CM

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

(without form work) For Thrust

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

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

33 Warning tape WARMAT ®

Brand PE warning tape with Anti

Rodent Properties ( Con Toxic,

Non Hazardous Eco friendly

ROHS Compliance & 100%

length : 250 Mtr, Color : Green,

Text : Black / White, Length with

non deletable high abration.

(i) Size : 300 mm width x

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, 0.44 4.22 2.24 0.76 1.17 2.19 0.46 11.48 6,250.00 KM

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.

35 Providing & Installation of

barricades incl. supplying,

painting, with flurescent paint and

fixing, CGI sheets 24 SWG of

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 adhere the outer

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

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

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 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 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.

1422 mm Dia 12.50 mm thick

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

1744 mm Dia 22.00 mm thick

1829 mm Dia 16.00 mm thick

2235 mm Dia 17.50 mm thick

40 Installation of product pipe by

Micro Tunneling method

including concrete structural shaft

of sheet piles/RCC retaining

walls/well sinking/secant piling as

par respective site requirements.

(upto 100 meter of installation

length and 5m depth) all inclusive

as per IndSTT: 102-2018; Code of

Practice for Micro Tunneling for

slurry based microtunneling

suitable for steel/RCC jacking

pipes suiting indian condition.

Above 1500 mm & upto

Above 1800 mm & upto

Above 2100 mm & upto

41 Installation of Product pipe by

manual jacking method including

making of entry and exit pits up to

3mtr depth, all realted civil works

like excavation, shoring/strutting

etc. manual shielded excavation,

lowering of pipe segment in the

jacking pit, laying and jointing of

product pipe through jacking

process from the jacking pit after 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55,440.00 RM -

project completion as per the

instructionof the Engineer In

Charge all complete except the

cost of the pipe.

Below 900mm dia Manual pipe

jacking is not permitted for

workmen safety reason

Above 1500 mm & upto

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

Above 1800 mm & upto

Above 2200 mm & upto

42 Excavation of non-structural pits

for pipe jacking/ramming purpose

in soil inclusive of all shuttering,

strutting and shoring and

maintaining the shaft during

backfilling the same after the

completion of work. (i.e.Out to

Out dimensions of shaft )

1) For shafts of 7.5mX5m and up

to a depth of 5m in all type of soil

2) Beyond 5 mtr.depth & upto

3) Beyond 7.5 mtr.depth & upto

43 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,610.63 Rmt. -

necessary casting pipe with all

plants and equipments as required

completed. (for Truss Bridge)

44 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

45 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 12 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 reinforcement)

with centering and

TP 84 STP to Junction 4 to Junction 2A Kosad STP Junction 2B Junction 5 to

SR. to junction

DESCRIPTION Junction 4 Junction 2A to TWPS to Junction 3 to TWPS TWPS Total QTY. RATE UNIT AMOUNT

QTY QTY QTY QTY QTY QTY

shuttering/deshuttering etc. comp

up to 6 meter height/depth av G.L.

Pilecap for truss bridge With

Pedestals for truss bridge With

46 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.

47 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, flats, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,478.63 MT -

with connecting plates or angle

cleats as in main and cross beams.

Hip and jack rafters, purlins

connected to common rafters and

48 Transportation charges for MS

pipes with truck, and crane

including cost of fuel, oil, all tools

and labour with loading unloading

and stacking at site. Considering

average load of 10MT/Trip

For lead of 5 km 0.00 2033 Per Trip

For lead of 6 km 0.00 2183 Per Trip

For lead of 7 km 0.00 2328 Per Trip

For lead of 8 km 0.00 2468 Per Trip

For lead of 9 km 0.00 2603 Per Trip

For lead of 10 km 0.00 2733 Per Trip

For lead of 15 km 0.00 3331 Per Trip

For lead of 25 km 0.00 4324 Per Trip

TOTAL AMOUNT (PART-B) Rs.

TOTAL AMOUNT (PART-B) Rs.

TOTAL AMOUNT (PART-A+B) Rs.

TOTAL AMOUNT (PART-A+B) Rs.

SIGNATURE OF THE CONTRACTOR :-

ADDRESS :- Executive Engineer,

DATE :- Drainage Department,

Surat Municipal Corporation, Surat