PROVIDING AND LAYING GABION WALL TYPE COMPOUND WALL ADJOINING TO KHADI AT GANPATIDHAM MACHINEHOLE SPS OF T.P. SCHEME NO.41 (DINDOLI), RESERVATION PLOT NO. R- 25 IN SOUTH EAST ZONE (LIMBAYAT) ZONE (2ND ATTEMPT).

NAME OF WORK: PROVIDING AND LAYING GABION WALL TYPE COMPOUND WALL

ADJOINING TO KHADI AT GANPATIDHAM MACHINEHOLE SPS OF

T.P. SCHEME NO.41 (DINDOLI), RESERVATION PLOT NO. R

SOUTH EAST ZONE (LIMBAYAT) ZONE (2ND ATTEMPT).

TENDER NOTICE (online) NO :DMC/Drainage/12/2025-26

VOLUME-I : PRICE BID

Date of downloading of tender documents : From 20-03-2026 to 09-04-2026

from website smctender.nprocure.com

Last Date of submission of Technical : N.A

Last date of submission of online tender : Up to 09-04-2026 up to 18.00 hrs.

Last date of submission of tender fees, EMD : From 10-04-2026 to 21-04-2026

2026 upto 17.00 Hrs.to

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

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

Estimated Cost : Rs. 49,76,543.29 (Excluding GST)

Earnest Money Deposit (EMD) : Rs.

EMD shall be paid 100% in the form of crossed

Demand Draft of Nationalized Bank payable at

Document Fees : Rs. 1,770.00(Incl.

(Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : If Possible, on 10-04-2026,10.30

,10.30 hrs. onwards

Tender fees, EMD,Affidavit, Undertaking& 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 AND LAYING GABION WALL TYPE COMPOUND WALL ADJOINING TO

KHADI AT GANPATIDHAMMACHINEHOLE SPS OF T.P. SCHEME NO.41 (DINDOLI),

RESERVATION PLOT NO. R- 25 IN SOUTH EAST ZONE (LIMBAYAT) ZONE.

1) ESTIMATEDCOST OF CAPITAL WORK:Rs.49,76,543.29(Excluding GST)

(Forty-NinelakhSeventy-Sixthousand Five Hundred and Forty-ThreeRupees and

Twenty-Ninepaisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITALWORK:

PERCENTAGE HIGHER / BELOW OF Rs. 49,76,543.29(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:

2. SCHEDULE – B

(A) CONSTRUCTION OF GABION WALL

DESCRIPTION QTY UNIT RATE 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

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. 735.00 CM 102.35

(B) 1.5 Mt. TO 3.00 Mt. Depth 735.00 CM 112.70

(C) 3.0 Mt TO 4.50 Mt depth 514.00 CM 118.45

(D) 4.5 Mt. TO 6.00 Mt. Depth 514.00 CM 125.35

(E) 6.0 Mt TO 7.50 Mt depth 147.00 CM 129.95

(F) 7.5 Mt. TO 9.00 Mt. Depth - CM 162.15 -

(G) 9.0 Mt TO 10.50 Mt depth - CM 194.35 -

(H) 10.50 Mt TO12.0 Mt depth - CM 226.55 -

(I) 12.0 Mt TO 13.50 Mt depth - CM 258.75 -

(J) 13.50 Mt TO15.0 Mt depth - CM 290.95 -

Providing & Installation of barricades incl. 168.00 SM 196.43

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

2.0 m c/c and dismantling the same after

completion of work as directed by Engineer -

Supplying and laying flexible gabions of size 700.00 NO 2,558.00

1mx1mx1m (mesh size 100mmx100mm) of

rope 9mm dia P.P.materials filled with 10 to

40 kg trap rubble stone (approximate weight

1.5 tonne)as per drawing including packing,

inter locking of stones and stitching, fusing

top of gabion and tying to each other and

laying to the required line, level, slope with

all leads and lifts as directed etc. complete.

Supplying and laying flexible gabions of size 280.00 NO 4,954.00

1.5mx1.5mx1m(mesh size 100mmx100mm)

of rope 9mm dia P.P.materials filled with

to 40 kg trap rubble stone (approximate

weight 3.4 tonne)as per drawing including

packing, inter locking of stones and stitching,

fusing top of gabion and tying to each other

DESCRIPTION QTY UNIT RATE AMOUNT

and laying to the required line, level, slope

with all leads and lifts as directed etc.

Providing and laying geo fabric filter (GWF- 560.00 SM 108.80

50- 300 category) over the excavated surface

as per specification including stitching with

overlap to design profile as directed in tidal

range etc. complete.

Refilling pipeline trenches and for manholes 793.00 CM 25.30

with available stacked excavated stuff with

ramming,watering, consolidating as directed

by engineer in charge.

Providing Temporary khadi diversion for 1.00 Lumpsu 50000

facilitating construction of khadi including m

all kind of tools, tackles, machineries,

labours, equipment’s, etc. to handle flow in

the Khadi for both side.

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

capacity including temporary platform

carting pumping at site and fixing the same

in position including all accessories and fuel

and labour etc.complete. (Note :- This item

shall only be executed when bailing out of

drainage/subsoil water is more than

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 centring, form work,

needle vibrated consolidation, curing comp.

up to 6 meter depth or height (excluding cost

of reinforcement and neat finishing) with

centring and shuttering / deshuttering etc.

comp. for structure for other than water

B) Footing for column or foundation (With 5.00 CM 4,906.00

Providing and cast in situ 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

mm to 12 mm including scaffolding centring,

form work, needle vibrated consolidation,

curing and hydraulic testing etc. complete.

DESCRIPTION QTY UNIT RATE AMOUNT

(excluding cost of reinforcement) with

centring and shuttering / deshuttering etc.

comp. up to 6 meter height / depth Av. G.L.

for all water retaining structures.

(b) RCC - for base slab 5.00 CM 8,077.00

(d) RCC - for wall (Above 25cm) 5.00 CM 7,936.00

Providing and laying ordinary cement

concrete 1:11/2:3 (1 cement :11/2 coarse

sand :3 graded stone aggregate 20mm

nominal size) and finishing smooth etc.

complete including cost of form work but

excluding the cost of reinforcement for

R.C.C. work in:

(1) having c/s area up to 0.085 S.M 2.00 CM 12,632.60

(1) having c/s area up to 0.08 S.M. 1.00 CM 9,102.61

(2) having c/s area 0.08 S.M. and up to .12 11.00 CM 8,174.41

(C) Providing and fixing TMT (FE-500) bar 3,024.00 Kg 76.21

reinforcement for R.C.C. work including

bending, binding and placing in position etc.

comp. up to floor two level.

Providing and constructing brick work using

fly ash building bricks having crushing

strength not less than 70 kg/sqcm. in super

structure in cement mortar 1:6 (1 cement :6

fine sand) etc. comp.

Providing and laying c.c. 1:3:6 ( 1 cement :3

coarse sand :6 crushed stone agg. 20 mm

nominal size) and Finishing smooth etc.

complete including cost of form work in:

wall caps/coping

Coping/Beam 1.00 CM 3,982.62

Providing and filling rubbles including hand 105.00 CM 1,064.80

packing and filling interstices with quarry

spalls behind abutments and between returns

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 9.00 CM 550.40

DESCRIPTION QTY UNIT RATE AMOUNT

(b) RCC work 4.00 CM 1,057.47

Steel work welded in built up sections, 5.00 Qtl. 9,047.86

framed work for M.S. gate including cutting,

hoisting, fixing in position and applying a

priming coat of red lead paint.t:- (A) in

beams & joists channels angles, tees, flats

with connection plates or angle cleats as in

main & cross beams, hip & trussed purloins

connected to common refers & the like.

Providing And Fixing And Fitting TATA or

equivalent make GI Barbed wire fencing

with necessary Barbed Wire (12x14 gauge,

Weight not less than 0.14 KG/Mtr.) etc.

Painting two coat (excluding priming coat) 6.00 Smt 65.31

on new steel and other metal surface with

synthetic enamel paint, brushing to give an

even shade including cleaning the surface of

all dirt, dust and other foreign matters.

Providing and fixing hot dip concertina coil 70.00 Rmt 314.00

of 610mm dia made out of 2.59mm

(12SWG) hot dip galvanised (G.I coating

not less than 200 grams per sqm) thick wire

having 80 nos of spikes and 200 nos of clips

made out of stainless steel (AISI 304) 1.5mm

thick dia, G.I. strips 0.5mm thickness (G.I.

coating not less than 120 gms per sqm)

weight of one coil should not be less than

15kg. etc complete at the top of the

compound wall fixed with S.S. clips and

binding wires wherever necessary etc

complete. (NOTE :stretching length of one

coil should not be more than

Providing inverted filter of 30 cm. Sand and 980.00 C.M. 550.74

30 cm.gravel below/behind wall/ Pitching

including laying to correct slopes after

necessary trimming of earth work etc. comp.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.