CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD, NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH ZONE-B (KANAKPUR) SURAT

NAME OF WORK: CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.-

WIDE T.P. ROAD, NEAR F.P.NO. 99, ALONG THE EXISTING

MT. WIDE D.T.P ROAD, AND NEAR THE D.G.V.C.L. OFFICE IN

D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT.

TENDER NOTICE (online) NO: DMC/SZ-B/24/2025-26

VOLUME-II: PRICE BID

Download of tender documents from website : 16/03/2026 to 27/03/2026, up to 18.00 hrs.

smctender.nprocure.com

Date of Pre-bid conference : Bidders shall have to post queries on E-mail address

[email protected] on or before Dt.

Last date of submission of online tender : Up to 27/03/2026, up to 18.00 hrs.

Submission of tender fees, EMD and other : Up to 08/04/2026 18.00 Hrs.in Sealed Envelop

documents in hard copy Strictly by R.P.A.D/Speed Post to The Chief

Accountant, Surat Municipal Corporation

Muglisara, Surat, Gujarat, India.

Estimated Cost : Rs. 92,41,462.60 [Excluding GST]

Earnest Money Deposit (EMD) : Rs.

Document Fees + 18% GST : Rs. 2,832.00 (Incl. 9% CGST + 9% SGST)

Opening of Tender (Online) : On 30/03/2026, Upto 11.00 Hrs (Probable date).

Tender to be submitted to:

The Chief Accountant,

Surat Municipal Corporation,

Muglisarai, Surat – 395

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

1. NAME OF WORK

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P.

ROAD, NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND

NEAR THE D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD),

UNDER SOUTH ZONE-B (KANAKPUR) SURAT.

1) ESTIMATED COST OF CAPITAL WORK: Rs.92,41,462.60 (Excluding GST)

(Ninety-Two Lakh Forty One Thousand Four Hundred Sixty-Two Rupees and Sixty

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 92,41,462.60 (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:

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

2. SCHEDULE – B

ITEMS QTY. RATE PER AMOUNT

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 39.00 155.25 C.M.

stacking excavated stuff including

up to all required lead cleaning the

site etc. complete for all lifts and

strata as specified.

Excavation in bitumious road 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. compelete for all lifts as

Excavation in bituminous road

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 specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 380.00 102.35 C.M.

(C) 3.0 Mt TO 4.50 Mt depth 363.00 118.45 C.M.

(E) 6.0 Mt TO 7.50 Mt depth 122.00 129.95 C.M.

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

Providing required quality sand

brought from outside including all

lead. Bedding incl. ramming,

watering, levelling, consolidating

etc. Complete as per standard and

instruction of engineer incharge.

Providing and filling rubbles

including hand packing and filling

interstices with quarry spalls behind 100.00 1064.80 C.M.

abutments and between returns as

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.

Providing and carting,conveying

stacking, lowering,laying and

jointing NP3/NP4 class R.C.C.pipes

in standard length for spigot and

socket rubber ring roll on joint or

rubber ring flush confined joints in

the trenches in line and gradient,

making use of levelling instruments

only. Incase rubber ring joint pipe,

the pipe shall be laid in such a way

than it should be pushed in

systematic manner so as to achieve

the leak proof joint by using rubber

ring as per relevant IS.

(1) 250 mm dia (NP3 Class) 0.00 638.55 Rmt. -

(2) 250 mm dia (NP4 Class) 0.00 868.55 Rmt. -

(3) 300 mm dia (NP3 Class) 0.00 891.85 Rmt. -

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

(4) 300 mm dia (NP4 Class) 0.00 1223.85 Rmt. -

(5) 450 mm dia (NP3 Class) 0.00 1557.65 Rmt. -

(6) 450 mm dia (NP4 Class) 0.00 2375.65 Rmt. -

(7) 600 mm dia (NP3 Class) 0.00 2208.20 Rmt. -

(8) 600 mm dia (NP4 Class) 0.00 3256.20 Rmt. -

Providing and casting in situ mass

cement concrete in M-15 proportion

using granite quartzite trap metal of 40.00 4732.00 CM

size 25 mm to 40 mm incl.

consolidation curing etc. complete

Providing and cast in situ for Box

C.C. in grade M-25 proportions of

ingredients as per mix design by

weigh batching using

granite,quartzite trap metal of size

12 mm to 20 mm and or 6 mm to

mm including scaffolding centering

formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (excluding cost

of reinfor cement) up to 6 meter

height /depth Av. G.L.for all water

retaining structures,

(i) RCC - for base slab 150.00 6705.00 CM

(ii) RCC - for top slab 120.00 8077.00 CM

(iii) RCC - for wall(th above 25 cm) 150.00 7936.00 CM

Supplying cutting, bending, binding

and placing in position steel as per

plan and design and as per ISS

including cost of steel and binding

wire for reservoirs / structures only

including lift upto 6 mt. height or

depth below G.L. for all diameters.

Thermo mechanically trated

(TMT) bars 59.00 76210.00 MT

Fe-500 grade for all diameters.

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

Providing constructing

brickmasonry inlet chamber of

x 600x 1500 mm internal dimension

withnecessary excavation refilling

350mm thick brick masonary in

CM1:4, 150 mm thick PCC

andbencing in CC 1:2:4, 12 mm

thickplaster in CM 1:3 for inside and

cement pointing in CM 1:3

foroutside, providing and fixingpre-

cast RCC frame and cover ofM-30

grade as per drawing

andspecifications - Rate for

mdepth. (Add or Deduct Rs.701.00

per 0.10 Mt.Depth increase or

decrease in depth)

Providing & constructing brick

masonry ACCESS SHAFT of 850 *

850 * 1000 mm internal dimension

with 350 mm th. B.B. masonry in

cement plaster in CM 1:3 as per

drawing & specification. (Depth up

(Add. or ded. Rs. 843 per every

cm increase or decrease in depth)

Refilling pipeline trenches and for

manholes with available stacked

excavated stuff with 492.14 25.30 CM

ramming,watering, consolidating as

directed by engineer in charge.

Demolition including stacking of

serviceable materilas and disposal

of unserviceable materials with all

(ii)Unreinforced Cement Concrete 50.00 609.26 C.M.

(iii) Brickwork and Stone Masonry

in Cement Mortar

Providing Temporary khadi lumpsu

diversion for facilating construction m

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

of khadi including all kind of tools,

tackles, machineries, labours,

equipments, etc. to handle flow in

the Khadi for both side.

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 0.00 2932.93 No. -

20mm size) ,Foundation concrete

1:5:10 & fixing C.I. cover with

frame to be not less than 38 kg. On

top etc. comp. Inside dimension,455

x 610 mm &450 mm deep for single

Item No. 76, SMC Surat SOR

Providing, laying and jointing in

true line and level U.P.V.C (Type B)

conforming to IS 13592-1992 with

one end plain and other end

socketed with rubber ring, & fittings

conforming to ISI 14735-1999 of

approved make for drainage system

pipe line, pipe shall be jointed with

each other with rubber lubricant,

pipe shall be fixed on wall using of

PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to

center or shall be concealed in walls

as directed including necessary

fittings such as bends, shoes etc.

including testing of pipes and joints

and jointed with adhesive solvent

cement including cost of all

Item No. 84, SMC Surat SOR

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

Dewatering by pumping set of

required capacity including

temporary platform carting

pumping at site and fixing the same

in position including all accessories

and fuel and labour etc.complete. 1000.00 18.32 HP/Hr

(Note :- This item shall only be

executed when bailing out of

drainage/subsoil water is more than

5 H.P.hour. Below 5 HP. hour is

included in item of excavation.).

Providing Rubble Pitching with

hard stone of approved quality in

cement mortar 1:6 (1 Cement :

Coarse sand) including leveling up

,Curing etc. complete excluding

Supplying and laying flexible

gabions of size 1mx1mx1m(mesh

size 100mmx100mm) of rope 9mm

dia P.P.materials filled with 10 to

kg trap rubble stone (approximate

weight 1.5 tonne)as per drawing

including packing, inter locking of

stones and stiching, fusing top of

gabione and tying to each other and

laying to the required line, level,

slope with all leads and lifts as

directed etc. complete.

Providing and laying geo fabric

filter (GWF-50- 300 catogary) over

the excavated surface as per

specification including stiching with

overlap to design profile as directed

in tidal range etc. complete.

Filling in foundation and plinth with

murrum or selected soil in layers of

20cm. thickness including watering, 20.00 289.06 CM

ramming and consolidating etc.

CONSTRUCTION OF A NEW BOX CULVERT AS PER THE 18.00 MT.- WIDE T.P. ROAD,

NEAR F.P.NO. 99, ALONG THE EXISTING 12.00 MT. WIDE D.T.P ROAD, AND NEAR THE

D.G.V.C.L. OFFICE IN D.T.P. SCHEME NO. 34 (PALI-SACHIN-KANSAD), UNDER SOUTH

ZONE-B (KANAKPUR) SURAT

ITEMS QTY. RATE PER AMOUNT

Filling in plinth with sand under

floors including watering ramming, 25.00 460.19 CM

consolidating and dressing complete

Carting and Recarting of excavted

earth from any site to required place

as per requirement and directed by

engineer in charge

(K) Above 5.0 K.M. & Up To

TOTAL AMOUNT RS.

TOTAL AMOUNT RS.

SIGNATURE OF THE CONTRACTOR: - Executive Engineer,

ADDRESS: - South Zone B (Kanakpur),

DATE: - Surat Municipal Corporation,