| Location: | Ohio |
|---|---|
| Posted: | Jul 24, 2026 |
| Due: | Aug 13, 2026 |
| Agency: | City of Cleveland |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
File Number: 73-26
Ordinance: 1446-2025
Description: FOR THE DIVISION OF TRAFFIC ENGINEERING FOR THE DEPARTMENT OF PUBLIC WORKS AS AUTHORIZED BY ORDINANCE 1446-2025. PASSED BY COUNCIL NOVEMBER 24, 2025.
There will be a NON MANDATORY Pre-Bid Meeting, Thursday, July 17, 2026 at 10:30 am., in person at 4150 E. 49th Street. Cleveland, Ohio 44105. Bldg 4C. Conference Room.
Note: Bid must be delivered to the Office of the Commissioner of Purchases and Supplies, Cleveland City Hall, 601 Lakeside Avenue, Room 128, Cleveland, Ohio 44114 before 12 o’clock noon (Eastern Time).
Sealed Bids will be opened at Noon on: THURSDAY AUGUST 13, 2026
Department: PUBLIC WORKS
Contact Name: Tiffany White-Johnson
Contact Phone: (216) 664-2620
Contact Fax: (216) 664-2177
Contact Email:
twhitejohnson@clevelandohio.gov
Meeting: Yes, attendance is non-mandatory
Meeting Date/Time: Thursday, July 17, 2026 at 10:30 am.
Meeting Location: See details above
Cl OF ClEVErLAf ID
Mayor Justin M. Bibb
i?UGUC NORK...
Addendum #1 - File 73-26, Purchase of Traffic Signal Support
"' Regarding the 20% CSB Participation - See attached
The OEO participation goal of 20% listed in the bid is removed.
The OEO requirement has been waived for this contract. Bidders do not need
to meet an OEO participation goal and do not need to submit OEO
participation forms with their bid.
*Attached is the additional specification to include powder coating of
signal poles
An Equal Opportunity Employer
City of Cleveland
,fuslin M. Bibb. Mayor
Tyson T. Mitcl1dl, Director
Subcontracting Goal Change Request Form
For contracting opportunities greater than ~;S0,000
Note: Under Chapter 187 C.O., Contracting Depaitments are required to use their bP.sl efforts to utilize CSBs, MBE5
and r-BE5 as subcon.lTactors on illl contracts gre11t*er than $'i0,000.00. Departments should use this rum, to request a
waiver or reduction of the subcontracling goals established under Sections 187.04 and 187.06. Should the OEO approv,:
thP. d1ange, the revised subcontracting goal(s) shall be stated in the bid or proposal documents. H !*he Department
requests a waiver of the subcontracting goal(s), it must submit reasons why subcontracting is infeasible or impraclicable,
and/or must document that there are no certified stJbcontractors available to participate in the contract.
Project Name/Contract senrices: Purchase of* Traffic Signal Suppo_rt_s______
Contract Type: O Public Irnprovement O Professional Service ~ Purchase O other: _ ___ _ _
Funding Source(s): O Cily [I Federal n State O Other: ___ _
Establisllecl Subcontracting Goal(s): MBE FBE 20% r..sB
Proposed SulJContracting Goal(s): MBE r-BE 0% CSB
Waiver of OEO Subcontracting Goal(s) Requested? !el Yes O No
Brief explanation of reason(s) a subcontracting goal change or waiver is requested for this contract:
Bid Specs/ RFP Description of Services must be attached: !!I Included
jThe above items are being purchased, directly from the manufacturer's distributor.
All work being performed will be handled by the manufacturer/distributor. There is
no opportunity for sub-contracting. There are no registered CSBs available for
participation on this procurement. This material is being purchased for the Division
of Traffic Engineering.
L' ; -,
Signed: _ __.,*.~*/_, *_ ,".,",,,...' .,,.~'#__ ---_ *_* - - -----
Printed Name: Robert Mavec, Commissioner
Director of Public Worksrfraffic Engineering
OEO Review:
Waiver: Approved : }( Denied: n
Goal Ch,mge(s): Approved : 0 Denied: 0
New Goals: 0% MBE 0% FBE 0%_ __ CSB
Reasonable and necessary requirements of' contract prec:lude subcontracting.
Sufficient certified contractors who are qualified anti capable of providing the goods or services the
contract requires are unavailable.
0 Goods and/or services to be furnished under the contract are available only from a sole source.
0 /In emergency exists which requires goods or se,vices to be provided with such immediacy that It is
impracticable to comply with the subco11trar.ling goals.
Cl Other: *-* - -------- - - - -
6/2=9:.:/...2=0=2=-6=-----
Date:
Date: _ 6/2.9.L.2D2.6._ _ _
J,mu,uy 10, 202J.
CITY OF CLEVELAND TRAFFIC SIGNAL SUPPORT SPECIFICATIONS
In addition to the requirements of specification, signal supports shall be painted in
accordance with the following:
Powder coating - color: Dark Bronze
Surface preparation - the exterior steel surface shall be blase cleaned to steel structures
painting council surface preparation specification No. 6 (SSPC-SPG) requirements utilizing cast
steel abrasives conforming to the Society of Automotive Engineers (SAE) recommended
practice J827. The blast method used is a recirculating, closed cycle centrifugal wheel system
with abrasive conforming to SAE shot number S280.
Interior coating - interior surfaces (pole shafts only) at the base end for a length of
approximately 2.0 feet shall be mechanically cleaned and coated with a zinc rich epoxy powder.
The coating shall be electrostatically applied and cured in a gas fired convection oven by
heating the steel substrate to a minimum of 350 degrees Fahrenheit and a maximum of 400
degrees Fahrenheit.
Exterior coating - all the exterior surfaces shall be coated with a urethane or triglycidyl
isocyanurate (TGIC) polyester powder to a minimum film thickness of 2.0 mils (0.002"). The
coating shall be electrostatically applied and cured in a gas fired convection oven by heating the
steel substrate to a minimum of 350 degrees Fahrenheit. The thermosetting powder resin shall
provide both intercoat as well as substrate fusion adhesion that meets SA or SB classifications
of ASTM D33S9.
Combination coating galvanized-powder top coat color: Dark Bronze
Surface preparation - prior to being incorporated into an assembled product, steel plates 34
inches or more in thickness shall be blast cleaned when required to remove rolled-in mill scale,
impurities and non-metallic foreign materials. After assembly, all weld flux shall be
mechanically removed. The iron or steel product shall be degreased by immersion in an
agitated 4.5% - 6.0% concentrated caustic solution elevated to a temperature ranging from 150
degrees Fahrenheit to 190 degrees Fahrenheit. It shall next be rinsed clean from any residual
effects of the caustic or acid solutions by immersion in a circulating fresh water bath. Final
preparation shall be accomplished by immersion in concentrated zinc ammonium chloride flux
solution heated to 130 degrees Fahrenheit. The solution's acidity content shall be maintained
between 4.5 - 5.0pH. The assembly shall be air-dried to remove any moisture remaining in the
flux coat and/or trapped within the product.
Zinc coating - the product shall be hot-dip galvanized to the requirements of either ASTM A123
(fabricated products) or ASTM Al53 (hardware items) by immersion in a molten bath of prime
western grade zinc maintained between 810 degrees Fahrenheit and 850 degrees Fahrenheit.
The entire product shall be totally immersed with no part of it protruding out of the zinc (no
double dipping). This is to limit a risk of trapped contaminates containing chlorides and reduce
the risk of bare spots (bare spots can occur when flux on the steel surface is burned away by
heat of the first dip). Maximum aluminum content of the bath shall be 0.01%. Flux ash shall be
skimmed from the bath surface prior to immersion and extraction of the product to assure a
debris free zinc coating.
Exterior coating - all galvanized exterior surfaces shall be coated with a urethane or triglycidyl
isocyanurate (TGIC) polyester powder to a minimum film thickness of 2.0 mils {0.002"). Prior to
application, the surfaces to be powder coated shall be mechanically etched by brush blasting
(ref. SSPC-SP7) and the zinc coated substrate preheated to 450 degrees Fahrenheit for a
minimum of one hour in a gas fired convection oven. The coating shall be electrostatically
applied and cured in a gas fire convection oven by heating the zinc coated substrate to a
minimum of 350 degrees Fahrenheit and a maximum of 400 degrees Fahrenheit. The
thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion
that meets SA or SB classification of ASTM D3559.
CITY OF CLEVELAND TRAFFIC SIGNAL SUPPORT SPECIFICATIONS
0-64 COMBINATION SIGNAL SUPPORT (BY TYPE AND DESIGN) & SIGNALIZATION MISC.:
SIGNAL, OVERHEAD SIGN AND LIGHT POLE SUPPORT (ITEM 632)
In addition to the requirements of specification 632, signal supports shall be painted in
accordance with the following:
Powder coating - color: dark bronze
Surface preparation - the exterior steel surface shall be blase cleaned to steel structures
painting council surface preparation specification No. 6 (SSPC-SPG) requirements utilizing cast
steel abrasives conforming to the Society of Automotive Engineers (SAE) recommended
practice J827. The blast method used is a recirculating, closed cycle centrifugal wheel system
with abrasive conforming to SAE shot number S280.
Interior coating - interior surfaces (pole shafts only) at the base end for a length of
approximately 2.0 feet shall be mechanically cleaned and coated with a zinc rich epoxy powder.
The coating shall be electrostatically applied and cured in a gas fired convection oven by
heating the steel substrate to a minimum of 350 degrees Fahrenheit and a maximum of 400
degrees Fahrenheit.
Exterior coating - all the exterior surfaces shall be coated with a urethane or triglycidyl
isocyanurate (TGIC) polyester powder to a minimum film thickness of 2.0 mils {0.002"). The
coating shall be electrostatically applied and cured in a gas fired convection oven by heating the
steel substrate to a minimum of 350 degrees Fahrenheit. The thermosetting powder resin shall
provide both intercoat as well as substrate fusion adhesion that meets SA or SB classifications
of ASTM D3359.
Combination coating galvanized-powder top coat color: Dark Bronze
Page 3 of 14
Surface preparation - prior to being incorporated into an assembled product, steel plates 34
inches or more in thickness shall be blast cleaned when required to remove rolled-in mill scale,
impurities and non-metallic foreign materials. After assembly, all weld flux shall be
mechanically removed. The iron or steel product shall be degreased by immersion in an
agitated 4.5% - 6.0% concentrated caustic solution elevated to a temperature ranging from 150
degrees Fahrenheit to 190 degrees Fahrenheit. It shall next be rinsed clean from any residual
effects of the caustic or acid solutions by immersion in a circulating fresh water bath. Final
preparation shall be accomplished by immersion in concentrated zinc ammonium chloride flux
solution heated to 130 degrees Fahrenheit. The solution's acidity content shall be maintained
between 4.5 - 5.0pH. The assembly shall be air-dried to remove any moisture remaining in the
flux coat and/or trapped within the product.
Zinc coating - the product shall be hot-dip galvanized to the requirements of either ASTM A123
(fabricated products) or ASTM Al53 (hardware items) by immersion in a molten bath of prime
western grade zinc maintained between 810 degrees Fahrenheit and 850 degrees Fahrenheit.
The entire product shall be totally immersed with no part of it protruding out of the zinc (no
double dipping). This is to limit a risk of trapped contaminates containing chlorides and reduce
the risk of bare spots (bare spots can occur when flux on the steel surface is burned away by
heat of the first dip). Maximum aluminum content of the bath shall be 0.01%. Flux ash shall be
skimmed from the bath surface prior to immersion and extraction of the product to assure a
debris free zinc coating.
Exterior coating - all galvanized exterior surfaces shall be coated with a urethane or triglycidyl
isocyanurate (TGIC) polyester powder to a minimum film thickness of 2.0 mils (0.002"). Prior to
application, the surfaces to be powder coated shall be mechanically etched by brush blasting
(ref. SSPC-SP7) and the zinc coated substrate preheated to 450 degrees Fahrenheit for a
minimum of one hour in a gas fired convection oven. The coating shall be electrostatically
applied and cured in a gas fire convection oven by heating the zinc coated substrate to a
minimum of 350 degrees Fahrenheit and a maximum of 400 degrees Fahrenheit. The
thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion
that meets SA or SB classification of ASTM 03559.
Page 4 of 14
| Printed Name | Signature | Representing | Telephone Number | Fax Number/Email | |
|---|---|---|---|---|---|
| Michael Robinson | c~~--- | City of Cleveland | 216-420-8103 | mrobinson2@clevelandohio.gov | |
| ,... *TarneN'o'vak | .T | City of Cleveland | 216-420-8133 | cnovak@clevelandohio.gov | |
| fat L'- ~M;-H*; c r | ~~ _v**~- (\ly oF cli-Ci:fl,(,J | '~ \(.; * /;14:)* <;)1'2.... | f D vtc i t , ; -. * ,. ..a t? v ) ( *' : ( t t 'Ll ' t i < -1 "'' ' - \ t ,L . ,-. J . c\ oJ | ||
| 4 | --- | - - | |||
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| 8 | .. | - | |||
| 9 | |||||
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Date: 7/23/2026 City of Cleveland
Time: 10:30AM Department of Public Works
Division of Traffic Engineering
Pre-bid meeting sign-in sheet
File No. 73-26
Bid: Purchase ofTraffic Signal Supi:iort
Printed Name Signature Representing Telephone Number Fax Number/Email
1 Michael Robinson c~~--- City of Cleveland 216-420-8103 mrobinson2@clevelandohio.gov
,... *TarneN'o'vak
2 .T City of Cleveland 216-420-8133 cnovak@clevelandohio.gov
fat
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