Annual rate Contract for Maintenance work of Civil item for Various bridges of NZ, EZ-A and EZ-B, WZ within Surat City Area. (2nd Attempt)

Name of work: Annual rate Contract for Maintenance work of Civil

item for Various bridges of NZ, EZ-A & EZ-B, WZ

within Surat City Area. (2nd Attempt)

Tender Notice (On Line) No. ACE/BRIDGE/02/2026-2027 (Work No. 02)

VOLUME-II : PRICE BID

DOWNLOAD OF TENDER DOCUMENTS FROM : From Dt. 16/07/2026 up to 11.00 hrs.

website https://smctender.nprocure.com

QUERIES FOR THE PRE-BID MEETING : -

LAST DATE OF SUBMISSION OF ONLINE : Upto Dt. 03/08/2026 up to 18.00 hrs.

PHYSICAL SUBMISSION OF TENDER FEES, EMD : During Dt.04/08/2026 to 12/08/2026 up to

AND OTHER DOCUMENTS IN HARD COPY hrs. in sealed envelope by R.P.A.D./ Speed Post

to Chief Accountant, SMC, Shri Tapibhavan,

Tapipura Surat-395003

ON LINE SUBMISIION OF PRICE BID : On or before upto Dt.12/08/2026 18.00 hrs.

OPENING OF TECHNICAL BID ALONG WITH : On Dt.04/08/2026 10.00 hrs onwards (Probable)

OTHER DOCUMENT SUBMITTED ONLINE

TENTATIVE PRICE BID OPENING : Dt.13/08/2026 10.00 hrs onwards (Probable)

ESTIMATED AMOUNT : Rs. 20,00,000.00/- (Excluding GST)

DOCUMENT FEES : Rs.1062.00 (including CGST 9% +SGST 9%)

CLASS : "E-1 Or Experience"

TENDER TO BE SUBMITTED TO:

THE CHIEF ACCOUNTANT,

SURAT MUNICIPAL CORPORATION, SHREE TAPIBHAVAN, TAPIPURA

SURAT MUNICIPAL CORPORATION

BRIDGE DEPARTMENT

Name of work: Annual rate Contract for Maintenance work of Civil item for Various

bridges of NZ, EZ-A & EZ-B, WZ within Surat City Area. (2nd Attempt)

Sr.No. Description Qty. Rate Unit

Demolition and disposal of unserviceable

1 materials with all lead and lift.(i) Lime concrete. 0 550.70 C.M

Demolition including stacking of serviceable

2 materials and disposal of serviceable materials

with all lead & lift.

(i) RCC work 60 1110.75 C.M

Demolition of brick work and stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

(I) in Cement mortar. 10 577.92 CM

Removing/ Scraping of old detoriosted/ cheaping

of plaster work from old masonry wall including

disposal of unserviceable materials with all lead

Dismentaling tiled or stone floors laid in mortar

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

Dismantling PVC pipe / A.C Rainwater /G.I

pipes pipes with fittings and clamps including

stacking the materials with all lead and lift. (For

Dismentalling G.I. chain link fencing including

making rolls and also including dismentaling

posts including all earth work concrete in base

and making good the disturbed ground staking

useful materials as directed and disposeing of the

unserviceable materials with all lead and lift.

Removal of damaged concrete and surface

Removal of existing affected, distressed, loose

cover concrete including loose damaged concrete

from all structural members up to beyond the

corroded steel reinforcements to a depth of

mm minimum behind the reinforcement only at

affected concrete (Good & sound concrete should

not be chipped / damaged) by chipping / hacking

with chisel and hammer or by mechanical means

like pneumatic machine, air compressor etc. upto

required height as per technical specification

without causing detrimental effect to any part of

the bridge structure and removal and disposal of

debris at designated location including all

material, scaffolding, labour, tools, plant and

machineries, lead & lifts etc. complete as

directed by Engineer-in-charge.

Repairing of damaged RCC members by 15mm

thick Acryalic,NON-SBR Based,Polymer

modified mortar including applying bonding coat

of Acryalic,NON-SBR Based,Polymer in

required proportion as per specifications. The

rates shall be inclusive of necessary

ccess/scaffolding, mixing polymer mortar in

mixers, compacting mortars by hand held

vibrators, curing etc. complete. (Use Polymer :

Cement :Quartz Sand in 1:5:15 proportion)

Excavation for foundation includ.sorting out &

stacking of useful materials & disposing of the

10 excavated stuff upto 50 mt. Lead & all lift,

watering etc. Comp.

(A) Loose or Soft soil With Machinaries

(1) Up to 1.5 Mt. depth 10 123.13 CM.

(B) Loose or Soft soil-With Manual Labour

(1) Up to 1.5 Mt. depth 10 212.52 CM.

Boring holes 3.5 mt.deep in ordinary soil ( for

cast in situ piles) & disposal of the surplus

excavated soil as directed within a lead of 50 M.

For following diameter of piles.

Providing and Filling in foundation and plinth

with yellow or selected soil in layer of 20 cm

thickness including watering ramming and

consolidationg etc.comp.

Providing and laying cement concrete 1: 4: 8 (1

cement : 4coarse sand :8 graded stone aggregates

40 mm nominal size) and curing complete

Excluding cost of formwork in:

Providing & laying cement concrete 1:1.5:3 (1

cement:1.5 sand:3 graded stone agg. 20 mm

14 nominal size)& curing comp. Includ.cost of form

work but exclu. Cost of reinforcement for

reinforced concrete work in :

(A) Foundation, footing, base of columns and

Providing & laying ordinary cement con.1:1.5:3

(1 cement: 1.5sand : 3 graded stone agg. 20 mm

nominal size) finishing smooth curing etc. comp.

Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to

(1)Having c/s area up to 0.08 s.mt 10 12844.32 CM

(2) Having c/s area more than 0.08 sq. mt. & upto

(3) Having cross sectional area more than

(1)Having c/s area up to 0.08 s.mt 10 9102.61 CM

(2) Having c/s area more than 0.08 sq. mt. & upto

(3) Having cross sectional area more than

Providing & laying cement concrete 1:2:4 (1

cement:2 sand:4 graded stone agg. 20 mm

nominal size)& curing comp. Includ.cost of form

work but exclu. Cost of reinforcement for

reinforced concrete work in : (A) Foundation,

footing, Base of columns and Mass concrete.

Providing & laying ordinary cement con.1:2:4 (1

cement : 2 sand : 4 graded graded stone agg.

17 mm nominal size) finishing smooth curing etc.

comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in :

(1)Having c/s area up to 0.08s.mt 5 12335.51 CM

(2) Having c/s area more than 0.08 sq. mt. & upto

(3) Having cross sectional area more than

(1)Having c/s area up to 0.08s.mt 5 8593.80 CM

(2) Having c/s area more than 0.08 sq. mt. & upto

(3) Having cross sectional area more than

Providing & laying C.C 1:3:6 (1cement :3 coarse

sand :6 crushed stone agg. 20 m.m Nominal

size)& curing comp. incl. cost of from work in:

wall caps/ copings.

Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending,

binding & placing in position etc. comp. Upto

Providing and constructing brick work using Fly

ash bricks having Crushing Strength not less than

20 35 kg./ sq.cm. in Foundation and Plinth in 30 4729.83 CM

cement mortar 1:6 (1 cement :6 fine sand) etc.

Providing Rubble Pitching with hard stone of

approved quality in cement mortar 1:6 including

leveling up, curing etc complete excluding

pointing. (M.R.)

Uncoursed rubble masonary with hard stone of

approved quality in foundations and plinth in

cement mortar 1:6 (1 Cement : 6 sand) including

leveling up etc. complete.

Providing and applying 10 mm thick cement

plaster in single coat on brick/concrete walls and

similar surfaces for plastering and finished even

23 and smooth with a floating coat of cement slurry 15 199.28 SM

mixed with admixture of lime or neeru in

required proportion etc. complete in cement

mortar 1 : 3 (1 cement : 3 sand)

Providing and applying 20 mm thick sand faced

cement plaster on walls or similar surfaces

consisting of 12 mm. average thick backing coat

of cement mortar 1:3 (1 cement :3 sand) and

mm. thick finishing coat of cement mortar 1:1 (1

cement: 1 sand) on all floor level

Providing & laying Vitrified tiles of 8mm thick

of Orient,Kajaria, Jhonson, Nitco, Somani, Bell,

Asian or Euro make in flooring,treads of steps &

Landing laid on bed of 20 mm (Average) base of

cement mortar 1:6 (1 Cement : 6 Coarse sand) on

25 new surface or fixing on existing flooring by 0 1467.72 SM

adhesive material including dismentaling of

existing flooring and jointed with colour cement

slurry including finished with flush pointing &

cleaning the surface etc. comp.Size 24" x 24"

(Basic Rate-Rs.485.0/S.M.) For Antiskid tiles

Providing & laying granite slab 18mm thick in

skirting, risers of steps, dedo and pillars laid on

10mm thick cement mortar 1:4 (1 Cement :

26 Coarse sand) and finished with flush pointing in 0 2449.00 SM

white or colour cement including rubbing &

polishing comp.. (Basic Rate:- Rs. 1347.46/S.M.)

Providing and laying chequered precast concrete

tiles 22mm thick with aggregate of sizes upto

6mm in floors treads of steps and landing on

27 20mm thick bed of C.M. 1:6 (1 cement : 6 sand) 200 545.76 S.M

or L.M. 1:1.5 (1 Lime putty : 1.5 sand) jointed

with neat cement slurry with pigments to match

the shade of the tiles.

Providing 100mm thick readymade C.C. kerb of

strength M-20 (size 300mm x 380mm) purchased

from SMC's approved paverblock manufacturer

& setting in line, level and in truly vertical

28 position, including filling joints in C.M. 1:1 (1 100 228.00 R.M

part of cement : 1 part of stone dust) smooth

pointing in C.M. 1:1 (1 part of cement : 1 part of

coarse sand) including watering etc. complete

and as directed by engineer in charge. (M.R.)

For rounding at the edge of footpath (For fanning

portion) (M.R.)

Providing interlocking type Rubber moulded

cement concrete paver block of approved shape,

design & colour having 60mm thickness (M-35)

purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding.

Item includes levelling by using vibratory plates

compacted machine. Item also includes all

materials, labour, equipments, tools, plants,

watering, cleaning etc. complete. (With

Without colour (M.R) 10 524.00 S.M

Providing & fixing interlocking type Cement

Concrete paver block of approved shape &

design having 60 mm thickness (M-40)

purchased from SMC's approved paverblock

30 manufacturer only on fine sand bedding. Item 150 553.00 S.M

includes leveling by using vibratory plates

compacted machine. Item also includes all

materials, Labour, euipments, tools, plants,

watering, cleaning etc. complete. (M.R)

For Road Junction 80 mm thick( M-50) (M.R) 10 714.00 S.M

Providing and fixing M.S. grills with M.S. flats

at required spacing and frame alround square or

31 round bars with round headed bolts and nuts or 500 109.41 Kg.

by screws including priming coat of Red lead

paint etc. (A) Plain grill For all Floors

Providing and applying two coats (excluding

priming coat) of 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 etc.

Steel work welded builtup sections, framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint (A) in

33 beams and joints channels angles, tees, flates 100 91.08 Kg.

with connectin plates for angles cleats as in main

and cross beams, hip and trussed purlins

connected to common rafters and the like.

Providing & Fixing 50 mm dia M.S. pipe as

vertical post are beded in 1:1.5:3 concrete also

34 horizontaly in line and connecting to purline 50 485.00 RM

angle etc by welding rereting etc. (b) Medium

duty "B" Class. (M.R.)

Providing & fixing 110 mm U-PVC pipes

Confirming to IS no.13592(Type "A") of

Prince/Supereme/Jain/Astral/Tulsi/Finolex

make longitudinal and downtake rain water

pipe below deck slab/solid slab and along the pier

cap and pier up to Ground level including painted

clamping with G.I fastner as specified in the

35 tender including cost of all materials, labour

fixing in true line and level, incl.all type of

fixtures like bends, tees,elbows ,coupler,

"Y",shoe etc joined with resin of approved brand

& manufacture complete with all lifts and leads

including scaffolding ,stagging required if any

with all safety accessories etc. as per tender and

as directed by Engineer incharge.

Providing and fixing the vertical PVC drainage

pipe for connecting with cement plaster 20 mm

average thick in C.M. 1:3 finishing as per

instruction of Engineer-in-charge.

(a) 75 mm dia 0 173.00 RM

Providing & fixing G.I./Aluminum Patti clamps

at all floor levels of approved design to C.I. Or

37 S.C.I pipes including the cost of cutting holes & 11 20 No.

making good the wall etc. Complete - 100 mm.

Providing and fixing G.I. Rain water spout of

38 mm dia and 30 cm length etc.all floor level. 10 101.91 No.

Providing and fixing G.I. chain link of 50mm x

50mm size x 10 guage thick with nuts, bolts,

washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification &

directed by engineer in charge. (TATA or Jindal

Providing and fixing and fitting TATA or Jindal

make G.I. barbed wire fencing with necessary

barbed wire (12 x 14 guage, weight not less than

0.14 kg. / mt.) pins, hooks, excluding M.S. angles

etc. complete as per relevent IS specification.&

directed by engineer in charge

Providing and fixing rebar of following diameter

using chemical grout of Swanchore/Hilti/Fischer

or equivalent make including cost of all

equipments, tools, material, labour, etc. Standard

procedure as mentioned in manufacturer's

specifications shall be strictly followed, which

shall be submitted and got approved from the

authority prior to start of work. The rate shall

also include cost of drilling of hole of required

diameter and depth as mentioned in

manufacturer's specification, cleaning the hole

with required air blower and other necessary

tools and tackles, positioning, providing and

grouting chemical, allied fixtures and fasteners,

etc. but excluding the cost of reinforcing bar etc.

complete. Item includes necessary scaffolding,

staging, labour, tools and equipments, etc.

complete as directed by the engineer-in-charge.

(A) 8 mm dia 10 80 NO

(B) 10 mm dia 10 90 NO

(C) 12 mm dia 10 125 NO

(D) 16 mmm dia 0 190 NO

(E) 20 mmm dia 0 340 NO

(F) 25 mmm dia 0 500 NO

Breaking of loose concrete or loose bituminous

Wearing coat upto the mother Slab. Clean the

surface with blower & make it dust and stain

free. Supplying and Repairing of Potholes using

Bitumen based pre-Mix/Ready mix material as

per IRC 116-2014 or equivalent in average

75mm thickness of RCC or Bitumenus weraing

coat with necessary compaction.

Breaking of bituminous carpeting / RCC

Wearing coat up to mother slab with breaker

machine &remove loose & tunce material from

the surface with wire brush. Clean the surface

blower & make it dust and stain free apply bond

coat on mother slab as well as edges of existing

43 slab with latex providing & laying non shrinkage 2 114816.00 CM

high strength free flow cementations grout or

mortar in average 75 mm thickness having

minimum strength 20 N/mm2@3 Hrs or

equivalent as instructed by executive engineer

including form work and barricading required as

per site condition.

Rust removal & Applicaton of Anti-Corrosive

Coating for Steel Bars:

Cleaning of rust / scales / corrosion from

reinforcement bars should be carried out using

rust remover, Reebakleens RR of Fosroc or any

other equivalent. The material is to be applied to

the rusted metal bar, using brush and leaving it to

dry for 30 Min. & washing surface with fresh

water as required to exposed reinforcement bar &

then treat the steel with epoxy based zinc rich

anti corrosive primer Nitozinc Primer over the

steel rebarrs. The zinc rich primer shall be

applied at 40 microns dry film thickness and shall

have salt spray resistance of <5 mg for 96 hours

as per ASTM B-117 and adhesive bond strength

> 1.5 MPa as per ASTM D4541,etc,complete.at

all heights, including all material, labour, tools,

plant and machineries complete as per detail

technical specification and as directed by

Engineer-in-charge and/or Consultant.

Cutting of Groove 5 to 7 mm thick in VDS for

45 depth 1/3 of total thickness with filling of epoxy 0 50.00 RM

sealent as directed by engineer in charge

Providing and applying high strength abrasion

resistant three component epoxy Mortar

Nitomortar S of Fosroc on the prepared concrete

& Reinforcement Surface for thickness upto

50mm in horizontal locations and upto 12mm in

vertical locations in a single application. The

46 substrate should be primed with Epoxy primer 5 4555.00 SM

Nitoprime-25, it shall be applied not more than

30 minutes before application of Epoxy Mortar

or as per Manufacturer Specification. The cured

mortar shall achieve a compressive strength of

N/mm2, a flexural strength of 20 N/mm2 and a

tensile strength of 10 N/mm2 when tested at

Polymer modified microconcrete (for repair

thickness more than 50 mm):

Providing and laying of special repair material

micro-concrete for reinstatement of members

having thickness of repair more than 50mm and

jacketing, using Single component, high strength,

high flow cementitious micro-concrete having

compressive strength minimum of M40 at

days such as Renderoc RGL of Fosroc or

equivalent, blended with washed saturated

surface-dry (SSD), graded, low absorption, high

density, aggregates of size 3mm to 10mm at

50% by weight of micro concrete (if thickness is

47 100mm or more) and water as per data sheet and 100 44.00 Kg

pouring into the shuttering if required than use

birds peak type form work using suitable

arrangement or if required using pumping device

for uniform flow of Microconcrete. The side

shuttering can be removed after Minimum of

hours, preferably 3 days and the bottom

shuttering after 7 days ensuring proper bond

between the micro concrete and existing concrete

substrate at all heights, including all material,

labour, tools, plant and machineries, curing etc.

complete as directed by Engineer-in-charge

and/or consultant. (Payment shall be made in

actual consumption of cement bag used).

Shifting/Replacing of Existing Gantry/Height

Guage including cost of labour fixing in true

line and level complete with all lifts and leads

with use of crane, crane operator & helper

with required if any all safety accessories etc.

as directed by Engineer in charge.

Bitumen Patch Work on various Bridges of

Surat Municipal Corporation with use of Hot

Mix material get it from S.M.C Hot Mix Plant

including Collecting, Carting, Loading,

49 Unloading ,Laying in true line & level with 20 3335.00 MT.

compacting, Labour, Machineries and other

Miscellaneous Exp. if any.

(Note:-Bituminous concrete and Emulsion will

be supplied by SMC

Executive Engineer (Bridge Department)

Surat Municipal Corporation

Signature of Contractor