Project Information

Bid Title

ITB 6902 Traffic Signal Poles

Issuing Agency

City of Johnson City

Location

Tennessee

Published Date

Mar 23, 2026

Closing Date

Apr 2, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Submittals due by April 2, 2026 at 10:30am ET.
Attached Document :


ITB 6902 Traffic Signal Poles.pdf

Attachment Preview

INVITATION TO BID

CITY OF JOHNSON CITY, TENNESSEE

WWW.JOHNSONCITYTN.ORG/PURCHASING

PURCHASING DEPARTMENT

423/975-2711

Bid Name / Number

Due Day / Date / Time

Bid Location / Mail Address

Bid Contact / Telephone

Bid Issue Date

Project Location

FOB

Payment Terms

Anticipated Award Date:

TRAFFIC SIGNAL POLES/ 6902

Thursday / April 2, 2026 / 10:30 AM ET (at which time it will be opened publicly)

Johnson City Purchasing Department, Debbie Dillon-Director,

209 Water Street, Johnson City, TN 37601

Anthony Todd atodd@johnsoncitytn.org or purchasing@johnsoncitytn.org

March 19, 2026

Public Works Traffic Division, 209 Water Johnson City, TN 37601

Destination, freight prepaid and allowed - Johnson City, TN

Net 30

April 17, 2026

Bidder is responsible for completing the remaining portion of this bid document

DESCRIPTION

Traffic Signal Poles meeting current applicable ASTM & AASHTO standards as per the attached price sheet,

drawings and plans which are an integral part of this bid.

Attached price sheet must be completed and returned with bid package.

List delivery time frame as that may be an award consideration.

_______________________________________________________

Solicitations will be opened publicly via a simultaneous virtual and in-person meeting.

Join Zoom Meeting: ITB 6902 Traffic Signal Poles Virtual Bid Opening; Meeting ID: 835 3322 2647

Passcode: 704498. If you do not have access to a webcam, or you have no audio with your system, you may call

this number to join: (646) 518-9805. Any issues accessing the zoom web meeting please call 423.975.2715 for direct

assistance.

Bidder’s Reminder: ● Bid to be signed by authorized company representative; ● Verify prices, extensions and total as correct

By signing this document, the undersigned hereby agrees to the prices and all other terms and conditions, including the attached Sealed Solicitation

General Terms & Conditions and the City’s Requirements for Bids, Requests for Proposals, and Contracts Between the City of Johnson City and Other

Parties and the Requirements of the Iran Divestment Act and Non-Boycott of Israel Act (Sealed Solicitations General Terms & Conditions #16 & #19)

contained in this bid and associated documents relating to this bid and will furnish items as specified if this bid is accepted. By submission of this bid,

each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization,

under penalty of perjury, that to the best of its knowledge and belief that each bidder complies pursuant to T.C.A. § 12-12-106 & T.C.A. § 12-4-119.

SUBMITTAL INSTRUCTIONS:

Firm Name______________________________________________

Submit electronically per link below or place

signed bid response in a sealed envelope

By________________________________________________

plainly identified on the outside with vendor

PRINTED & SIGNED

name and bid name and number. Vendor Address_______________________________________________

responsible for delivery to Johnson City

Purchasing Dept., Debbie Dillon- Director, 209

________________________________________________

Water Street, Johnson City, TN 37601 on or

before the bid opening date and time.

Telephone_____________________________________________

ELECTRONIC RESPONSES: CLICK HERE

E-Mail________________________________________________

THIS SHEET MUST BE SIGNED AND RETURNED WITH BID PACKAGE TO BE CONSIDERED

SpecificaƟons

730.32 Can lever Signal Supports (Devia ons from the TDOT specifica on are noted in the specifica on

as underlined or strike through)

This Subsec on applies to the manufacture of steel poles and mast arms for the support of traffic signals.

The height of poles, sha dimensions and wall thickness shall meet the design requirements and

moun ng height of traffic signals as set forth in these Specifica ons and shown on the Plans. The Plans

indicate bracket arm lengths.

Signal poles and arms shall be uniformly tapered, cylindrical or fluted, if specified in the plans. If

fluted is not specified in the plans, they shall be cylindrical, and mul -sided poles will not be

acceptable.

Furnish poles consis ng of a straight or uniformly tapered sha , cylindrical or octagonal in cross-sec on,

having with a base welded to the lower end and complete with anchor bolts. All cas ngs shall be clean

and smooth with all details well defined and true to pa ern. Steel cas ngs shall conform to ASTM A27,

Grade 65-35. Gray iron cas ngs shall conform to ASTM A126, Class A.

All mast arms shall be compa ble with the poles in material, strength, shape, and size.

A. Anchor Base

Secure an anchor base of one-piece cast steel or steel plate of adequate strength, shape, and

size to the lower end of the sha . Place the base so as to telescope the sha , and weld at the

top and bo om faces with con nuous fillet welds so that the welded connec on develops the

full strength of the adjacent sha sec on to resist bending ac on. Provide each base with a

minimum of four holes to receive the anchor bolts. Provide cast steel bases with removable cast

iron covers for anchor bolts and tapped holes for a aching covers with hex head cap screws.

Provide a welded frame handhole, 5 x 8 inches minimum and located with a clear distance above

the base of no less than the pole diameter, “D.” Weld a 1/2-inch 13 UNC grounding nut to the

inside of the pole at a point readily accessible for wiring. An addi onal hand hole shall be

required at the signal mast arm, if the pole extends more than 1 foot above the top of the mast

arm flange.

B. Sha

Fabricate sha s from the best, hot-rolled basic open hearth steel. The sha shall have only one

longitudinal electrically welded joint and may have electrically welded intermediate transverse

full penetra on circumferen al joints, at intervals of not less than 10 feet. The sha shall be

longitudinally cold-rolled to fla en the weld and increase the physical characteris cs so that the

metal will have a minimum yield strength of 48,000 pounds per square inch. Where transverse

full penetra on circumferen al welds are used, the sha fabricator shall furnish to the Engineer

cer fica on that: (1) all such welds have been radiographed and ultrasonically tested by an

independent tes ng laboratory using a qualified Nondestruc ve Tes ng (NDT) technician and (2)

the NDT equipment has been calibrated annually.

An extension to the sha shall be provided for a street light luminaire(s) to be mounted at the

height above the roadway specified in the plans; if no height is specified , it will be 35’ above the

roadway.

Fit the sha with a removable pole cap, a J-hook wire support welded inside near the top, and a

flange plate assembly to match that welded to the bu end of the mast arm, and add a J-hook at

all loca ons where a mast arm is located.

When a decora ve post top fixture for ligh ng is noted in the plans, a tenon mee ng the

luminaire manufacturer’s specifica ons shall be provided to install the fixture or crossarm and

access shall be provided at the arm for signal cable installa on.

If a fluted sha is specified, the flutes shall be uniform, equally spaced, and well defined.

C. Mast Arms

Provide mast arms fabricated and cer fied in the same manner as the upright sha s or as

specified in the plans and that have the same physical characteris cs.

The mast arms shall meet the design requirements necessary to support rigidly mounted traffic

signals as shown on the Plans. All arms shall include a removable cap at the p, grommeted wire

outlets, and signal hanger assemblies of the type and number shown on the Plans, and a flange

plate welded to the bu end to provide a rigid connec on to the mast. The assembly shall be

constructed so that all wiring can be concealed internally.

Connect mast arms to the upright pole at a height necessary to provide a minimum clearance of

16 feet 6 inches and a maximum clearance of 19 feet under the traffic signal heads. Install

separate signal heads to provide the same clearance.

If a fluted arm is specified, the flutes shall be uniform, equally spaced, and well defined.

If a curved arm(s) shown or specified in the plans, it shall be smooth unless specified to be

fluted.

If street light mast arms are specified in the plans, they shall be provided as shown in the plans.

Standard street light mast arms have a 6’ rise above the a achment point at the sha and shall

be long enough to posi on the luminaire over the edge of the lane for the approach which it is

to illuminate. The plans may call for mul ple street light arms on some sha s.

D. Finish

Galvanize steel poles, mast arms, and hardware in accordance with ASTM A123.

Galvanize all steel and cast iron components, hardware, and threaded fasteners, except anchor

bolts, a er fabrica on in accordance with ASTM A123, or A153 or A385, as applicable.

When painted poles are specified, the color shall be approved by the City prior to submi ng the

final order. Painted finishes shall be powder coated by, or under the supervision of the

manufacturer over a galvanized surface with a powder coat paint that is resistant to fading or

dulling with exposure to UV or other weather condi ons.

Item #

1

2

ITB 6902 TRAFFIC SIGNAL POLES

PRICE SHEET

Qty

Description

March 2026

Price

Traffic Signal Poles and mast arms per the descriptions for each item. Poles

should be uniformly tapered, galvanized with black powder coat paint with

minimum 10 year durability for gloss and color without fade, meeting TDOT &

AASHTO standards

1 Traffic signal pole, 20' fluted pole with 40' and 30' smooth curved mast arms, $____________

galvanized, black powder coated with base to match style of Hapco Palms, tenon

for decorative street lights per drawing

1 Traffic signal pole, 20' fluted pole with 40' smooth curved mast arm, and a plate $____________

for a future 30' mast arm, galvanized, black powder coated with base to match

Hapco Palms, tenon for decorative street lights per drawing

Total

$____________

SPECIFY:

Manufacturer Proposed:

Delivery Timeframe:

COMPLETE AND RETURN THIS PRICE SHEET WITH YOUR BID PACKAGE

Vendor Name:_______________________________

Commodity Codes

• NAICS 238210Electrical Contractors and Other Wiring Installation Contractors

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