Miami-Dade County

11/9/2026

Solicitation Packet for

Solicitation PM-EVN0049474

Bus Stop Sign Program

Solicitation Designation: PUBLIC

Miami-Dade County

Table of Contents 1 ITB-EVN0049474_Bus_Stop_Sign_Program.pdf 3 Appendix_A_-_Bus_Stop_Sign_Design_Standards.pdf 17 Appendix_B_-_Inspection_Checklist.pdf 31

Rev. 1.13.26 - V. 26-1

MIAMI-DADE COUNTY, FLORIDA

INVITATION TO BID

(ITB)

Event Number: EVN0049474 Event Title: Bus Stop Sign Program

Solicitation Contact: Arlene Campbell Procurement Contract Officer III Strategic Procurement Department Arlene.campbell@miamidade.gov

Solicitation Contact: Tellise Marrast Procurement Contract Officer II Strategic Procurement Department Tellise.marrast@miamidade.gov

Solicitation Contact: Saba Musleh Procurement Contracting Manager Strategic Procurement Department saba.musleh@miamidade.gov

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GENERAL TERMS AND CONDITIONS:

All Miami-Dade County’s general terms and conditions applicable to procurement contracts are posted online. Bidders that receive an award from Miami-Dade County through the competitive procurement process must anticipate the inclusion of these requirements in the resultant Contract. These general terms and conditions are considered non-negotiable and include important instructions and requirements that affect all Bids. By submitting a Bid for a Miami-Dade County solicitation, a Bidder attests to its understanding of these general terms and conditions.

All applicable terms and conditions pertaining to this Solicitation and resultant Contract may be viewed online at the Strategic Procurement Department’s webpage by clicking on the link below:

general-terms-and-conditions-v26-3.pdf

NOTICE TO ALL BIDDERS:

Bids are to be submitted electronically through a secure mailbox via the Integrated Financial Resources Management System (INFORMS) (https://supplier.miamidade.gov) until the date and time indicated in the INFORMS Solicitation End Date published in INFORMS and in this Solicitation document. It is the sole responsibility of the Bidder to ensure that its Bid is in INFORMS before the Solicitation deadline. There is no cost to the Bidder to submit a Bid for a Miami-Dade County Solicitation via INFORMS. Electronic submissions may require the uploading of electronic attachments. The submission of attachments containing embedded documents or proprietary file extensions is prohibited. All documents should be attached as separate files.

For information concerning this Solicitation, use the question/answer feature provided within the Solicitation by INFORMS at https://supplier.miamidade.gov. Questions of a material nature must be received prior to the date and time of the INFORMS Solicitation Question & Answer End Date specified in the Solicitation. Material changes, if any, to the Solicitation will be made only by written addendum. (See Mandatory Online Forms and Addendum Acknowledgement section of INFORMS site).

Bidders must allow sufficient time to complete online forms and upload all Bid documents. All information and documents must be fully entered, uploaded, acknowledged (“Confirm”) and recorded into INFORMS before the date and time of the INFORMS Solicitation End Date, or the system will stop the process and the submission will be considered late and will not be accepted.

No part of a Bid can be submitted via hardcopy, email, or fax.

If you submit your bid and subsequently an Addendum is issued, failure to submit the bid again by clicking on the “Submit Bid” button, after acknowledging Addenda or editing your bid in INFORMS will result in your bid not being received by the County.

Suppliers/Vendors are encouraged to access the links below to assist with submission of responses to the Solicitation.

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SECTION 2

ADDITIONAL/SPECIAL TERMS AND CONDITIONS

2.1 PURPOSE

The purpose of this Solicitation is to establish a contract for a County-wide Bus Stop Sign Program for the fabrication, installation, replacement, relocation, and maintenance of standardized bus stop sign assemblies across Miami-Dade County.

2.2 TERM OF CONTRACT

This Contract shall commence on the first calendar day of the month succeeding approval of the Contract by the Board of County Commissioners, or designee, unless otherwise stipulated in the Purchase Order issued by the County. The Contract shall expire on the last day of the sixtieth (60th) month.

2.3 METHOD OF AWARD

Award of this Contract will be made to the lowest responsive, responsible Bidder in the aggregate provided the Bidder meets all requirements listed under Section 2.4, Bidder Requirements.

To be considered for award, Bidders must provide pricing for every item listed in Section 4.2, Price Submittal. Items that will be provided to the County at no cost must show a zero (0) in the price line. The County will determine the Bidder for award by totaling the extended pricing for all items. If a Bidder fails to submit a price for all items in the Solicitation, its offer may be deemed non-responsive.

The County intends to award the entire contract to a single responsive and responsible Bidder.

2.4 BIDDER REQUIREMENTS

In addition to the requirements detailed in Section 1-General Terms and Conditions, Paragraph 1.2-Instructions to Bidders, the Bidder shall meet the following requirements to be considered for award. See Section 4, Submittal Requirements, for instructions on submittal.

2.4.1 Bidder shall be regularly engaged in the business of providing public roadway signage services, which includes the fabrication, installation, and maintenance of public roadway signage, to be considered for award. Bidder shall provide three (3) different references from customers to whom the Bidder has provided or is currently providing public roadway signage services as described throughout this Solicitation.

The references should include the customer’s company name, and the contact person’s name, title, address, telephone number, and e-mail address, who can verify that the Bidder has successfully provided the goods/services.

These references shall ascertain to the County’s satisfaction that the Bidder has sufficient expertise in the industry and its firm is properly equipped to perform the required goods/services.

2.4.2 Bidder shall assign a competent representative who is cognizant of industry standards and is authorized to discuss matters pertaining to the resultant Contract and provide the County with support and information. The Bidder’s representative shall be able to communicate with the County and shall have full authority to act on behalf of the Bidder on all matters related to the resultant Contract. Bidders are required to provide their authorized representative’s name, phone number, and e-mail address. All resources shall be available twenty-four (24) hours a day to provide immediate support.

The Bidder shall provide all the information, documents and/or attachments listed above to be considered for award. All information, documents, and/or attachments listed above are due with the Bid by the solicitation’s end time and date. The County may, at its sole discretion and in its best interest, allow the Bidder to complete, supplement or supply the required information, documents and/or attachments during the bid evaluation period. Failure to provide all the required information, Document Page 5 of 31 documents and/or attachments with the Bid or, if allowed, as requested by the County during the Bid evaluation period, may result in the Bidder being declared non-responsive or non-responsible.

During the bid evaluation period, the County’s Strategic Procurement Department will review the information, documents and/or attachments submitted by the Bidder, may request additional information from the Bidder, and/or obtain additional information from available sources, to completely evaluate the Bidder’s submittal and ascertain that the Bidder meets the stipulated requirements and determine the Bidder’s ability to perform under a resulting Contract. The County shall be sole judge of a Bidder’s compliance with requirements and the Bidder’s ability to perform under a resulting Contract. Failure to meet the stipulated requirements or to demonstrate ability to perform under a resulting Contract, as determined by the County, may result in the Bidder being declared non-responsible.

After submittal and before any resulting award, the Bidder shall promptly notify the County of any changes, intended or otherwise, to the information submitted in compliance with the requirements in this Solicitation

2.5 APPLICABLE STANDARDS REQUIREMENTS

The Contractor shall furnish all labor, materials, equipment, supervision, and incidentals required to perform the Work described herein. The Contractor shall comply with:

• Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction

• Manual on Uniform Traffic Control Devices (MUTCD)

• Florida Building Code

• ADA Standards for Accessible Design

• All County standards and specifications identified in the Appendices

All work shall be performed under County-issued Work Orders and coordinated with the Department of Transportation and Public Works’ (DTPW) Project Manager.

2.6 LICENSE, CERTIFICATIONS, AND PERMITS

The Awarded Bidder, or its Subcontractor, shall possess and maintain, throughout the term of any resulting Contract, all licenses, certifications, permits, registrations, and other authorizations required by applicable federal, state, or County laws and regulations to perform the work.

Where any portion of the work is required by law or regulation to be performed by a licensed or certified contractor or other qualified individual, the Awarded Bidder shall ensure that such work is performed by an appropriately licensed, certified, or otherwise qualified contractor.

The Awarded Bidder shall be responsible for obtaining all permits and approvals required for the performance of the work, including those applicable to work performed within the public right-of-way. The Awarded Bidder shall comply with all applicable maintenance of traffic, safety, permitting, and right-of-way requirements.

Upon request by the County, the Awarded Bidder shall provide evidence demonstrating compliance with the requirements of this section.

2.7 PRICES

If a Bidder is awarded a contract under this Solicitation, all proposed pricing shall remain firm and fixed for the duration of the contract term.

2.8 SHIPPING TERMS: FREE ON BOARD (FOB) DESTINATION

Pricing shall be Free-On-Board (F.O.B.) Destination. Title and risk of loss for all goods shall remain with the Awarded Bidder until the items are formally accepted by an authorized County representative.

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2.8 METHOD OF PAYMENT

The Awarded Bidder shall submit monthly invoices to the County. DTPW requires invoices be of clear quality, include the correct remittance address, not on dark paper (when possible), and sent to:

Miami-Dade County, Finance Department Attn: Shared Services Payable Unit C/O Miami Dade Transportation and Public Works Dept.

111 NW 1st Street, 26th Floor Miami, FL 33128

OR

the virtual portal for invoice submission at invsubp@miamidade.gov

Refer to Section 1, General Terms and Conditions, Article 1.35, Invoices for further requirements. Failure to submit invoices in the prescribed manner will delay payment.

2.9 INSURANCE

The following sub-paragraphs supersede the subparagraphs in Section 1, paragraph 1.22(A). All other requirements of paragraph 1.22 remain the same.

1. Worker’s Compensation Insurance for all employees of the Contractor as required by Florida Statute 440.

2. Commercial General Liability Insurance in an amount not less than $1,000,000 per occurrence, and

$2,000,000 in the aggregate, not to exclude Products & Completed Operations. Miami-Dade County must be shown as an additional insured with respect to this coverage.

3. Automobile Liability Insurance covering all owned, non-owned and hired vehicles used in connection with the work, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage.

4. Professional Liability Insurance in an amount not less than $1,000,000 per claim.

2.10 SBE MEASURES

This Solicitation contains a Bid Preference. Refer to Section 1, General Terms and Conditions, Paragraph 1.45, Small Business Enterprise Measure for further details.

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SECTION 3

SCOPE OF WORK/TECHNICAL SPECIFICATIONS

3.1 SCOPE OF WORK

DTPW is implementing a countywide Bus Stop Sign Program to standardize, install, and maintain bus stop signage throughout Miami-Dade County. The Program will enhance visibility, safety, and accessibility, ensuring uniform branding, compliance with the American with Disabilities Act (ADA) and the Manual on Uniform Traffic Control Devices (MUTCD) requirements, and consistency across the transit network.

This initiative complements DTPW’s Passenger Amenities Program and supports the County’s broader efforts to modernize transit infrastructure and improve the customer experience.

3.2 GOODS/SERVICES TO BE PROVIDED

This Solicitation is seeking to establish a contract for the fabrication, installation, replacement, relocation, and maintenance of bus stop sign assemblies throughout Miami-Dade County. All work shall be performed under County direction and in accordance with County-approved design standards, specifications, and details. The County will provide final design drawings and material specifications for the bus stop sign assemblies.

Optional Items/Services: At the County’s sole discretion, the County may elect to incorporate future bus stop sign-related goods and/or services such as fixtures, accessory components, or passenger amenities as optional enhancements to the Bus Stop Sign Program during the term of the Contract. Enhancements may include, but are not limited to, lighting, USB charging ports, information display components, mounting accessories, or other similar items and/or services intended to improve visibility, accessibility, safety, passenger convenience, or functionality of the bus stop sign assembly.

Any such optional enhancement shall be authorized by a written Work Order, Purchase Order, contract modification, or other written directive issued by the County. The Contractor may be required to design, furnish, fabricate, install, maintain, repair, replace, or remove such enhancements at County-identified locations, subject to County-defined performance requirements and prior written approval by DTPW. No optional enhancement shall be fabricated, purchased, installed, or incorporated into the bus stop sign assembly without prior written County approval.

The Awarded Bidder, if requested by the County, shall submit all proposed optional enhancement details, including product cut sheets, shop drawings, mounting details, electrical or power requirements, structural considerations, safety information, warranties, and maintenance requirements, for DTPW review and written approval prior to fabrication, installation, or use.

3.3 DESIGN DEVELOPMENT AND APPROVAL FLEXIBILITY

During the term of the Contract, the County may amend design, specifications, or standards at any time, at the County’s sole discretion. When the County provides designs, the Contractor shall fabricate, produce, or install the requested items in accordance with the specifications in Appendix A, Bus Stop Sign Design and Installation Standards.

If the County elects not to provide designs, the Contractor may be requested to develop and submit proposed design concepts for County review. All designs, whether provided by the County or proposed by the Contractor, must receive written County approval prior to fabrication, production, or installation.

3.4 CONTRACTOR RESPONSIBLITIES

The Contractor shall:

1. Review County-approved design and specifications prior to fabrication.

2. Conduct field investigations and utility locates prior to any excavation or anchoring.

3. Provide all materials, equipment, and personnel required for installation, replacement, relocation, maintenance, and inspections.

4. Submit shop drawings, product cut sheets, and material certifications for County approval.

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5. Maintain all required records, reports, and photos.

6. Protect adjacent property, trees, utilities, sidewalks, pavement, and County assets from damage.

7. Restore any disturbed surfaces to their pre-existing condition.

8. Coordinate the Work with utilities and DTPW as directed.

3.5 FABRICATION AND MATERIALS

The County will provide final design drawings and material specifications for the bus stop sign assemblies (see Appendix A – Bus Stop Sign Design and Installation Standards). If authorized by the County through a written directive or Work Order, optional enhancements may be incorporated into the Bus Stop Sign Program.

No substitutions or alternate materials, components, or fabrication methods shall be permitted without prior written approval from DTPW Project Manager. Any request for substitution shall include manufacturer data sheets, test results, and certifications demonstrating full compliance with County specifications. The Contractor shall fabricate and supply all components strictly in accordance with those documents and the following technical requirements:

3.5.1 Sign Panels

1. Panels shall be 0.080-inch aluminum sheets meeting ASTM B-209, Alloy 6061-T6, 5154-H38, or 5052-H38.

2. Each main panel shall measure per County drawing (typ. 30” × 17” single-route; height to increase 8” per 2 additional routes).

3. Corners shall be rounded (1¼″ radius) and edges deburred.

4. Sign faces shall use 3M™ High Intensity Prismatic Digital Sheeting 3930DS with printed bus information and

3M™ ElectroCut 1170C clear UV-resistant overlaminate.

5. Route numbers and text shall be applied in black acrylic colored film with pressure-sensitive adhesive.

6. Mounting holes shall be 7/16-inch diameter, pre-drilled to match County bolt pattern.

7. Back side shall be finished to match the front with identical alloy and coating system.

8. Each sign assembly shall include:

• Main reflective panel with printed route and “BUS STOP” header.

• ADA-compliant tactile/Braille identification panel.

• Reflective bus-stop ID decal per County numbering system.

• Vinyl route decals as directed by the County.

9. Raised letters shall project 1/32 inch minimum from the panel surface; Braille dots shall conform to ADA Section 703.3 spacing (six-dot cell configuration).

10. All adhesives and films shall be rated for outdoor durability ≥ 7 years.

3.5.2 Posts, Brackets, and Hardware

1. Posts shall be U-channel galvanized steel, 12 gauge, complying with ASTM A-653 or County-approved equal.

2. Each sign assembly shall consist of:

• Base Post: driven or set in concrete per County detail (“6-7″ above grade).

• Sign Post: attached to base post using retainer strap and hex-head bolts.

• Spacer Strap and Retainer Assembly: to secure alignment and prevent rotation.

3. Bolts, nuts, and washers shall conform to ASTM A-354 Grade BD (Grade 8), ASTM A-563 Grade DH nuts, and heavy-duty external lock-washers per ASTM A-165 Type OS, cadmium-plated.

4. All hardware shall be corrosion-resistant and tamper-proof.

5. Posts and hardware shall resist local design wind loads in accordance with the Florida Building Code (latest edition).

6. Posts shall not be powder-coated unless otherwise directed by the County.

3.5.3 Base Post Installation

1. Installation shall follow Appendix A – Bus Stop Sign Design and Installation Standards.

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2. Posts shall be driven directly into soil or through bored sidewalk openings per the County drawings.

3. Concrete surface restoration shall match existing sidewalk thickness and finish.

3.5.4 Coatings and Finishes

1. All posts and hardware shall be factory-galvanized or cadmium-plated for corrosion resistance.

2. Aluminum sign panels shall be finished per County drawings using specified reflective sheeting and overlays.

3.5.5 Identification and Labeling

1. Each sign and post assembly shall bear a discreet engraved or stamped identification tag showing manufacturer, production date, and contract number.

2. All markings shall be weather-resistant and positioned where not visible to the public.

3.6 INSTALLATION AND REMOVAL/RELOCATION

3.6.1 Removal/Relocation

The Contractor shall:

1. Remove and properly dispose of existing bus stop sign assemblies entirely as directed by DTPW, including posts, bases, and associated hardware, and dispose of all materials in accordance with applicable regulations.

2. Restore all disturbed surfaces, including pavement, sod, and concrete, to pre-existing conditions or as otherwise directed by DTPW.

3. Submit before-and-after photographs for each location in accordance with Section 3.12, Photo Documentation

Requirements.

3.6.2 Installation

The Contractor shall:

1. Install new sign assemblies per Appendix A and County-supplied location lists.

2. Verify verticality, height, orientation, and setback in the field.

3. Secure posts and anchors in accordance with manufacturer torque specifications.

4. Mount signage to ensure proper visibility and clearance for pedestrians.

5. Restore any disturbed pavement, sod, or concrete.

6. If authorized by the County, install optional enhancements in accordance with County-approved submittals and manufacturer requirements at locations identified by the County.

7. Submit before-and-after photographs for each location in accordance with Section 3.12, Photo Documentation

Requirements.

3.7 MAINTENANCE AND REPAIR

The Contractor shall provide all labor, materials, replacement parts, tools, and equipment necessary to perform both routine and warranty maintenance for all installed bus stop sign assemblies. If optional enhancements are authorized and installed under this Contract, the Contractor shall also provide maintenance and repair services for such lighting units. All maintenance shall be performed in a safe, workmanlike manner consistent with County standards and manufacturer recommendations.

3.7.1 Routine Maintenance

Monthly Inspections:

1. The Contractor shall perform monthly inspections of all bus stop sign assemblies and, if applicable, any County-authorized solar LED lighting units along existing bus routes. The inspection frequency may be adjusted by DTPW Project Manager at any time based on operational needs, including increased frequency for high-ridership or high-issue locations.

2. DTPW will provide the inspection checklist (see Appendix B – Inspection Checklist), maintenance forms, and phasing schedule for the routine maintenance cycle. The inspection checklist is subject to revision by DTPW at

Document Page 10 of 31 any time during the contract period. The Contractor shall comply with the most current version issued by the County.

3. In addition to issues identified through monthly inspections, Routine Maintenance also includes maintenance needs identified by the County through customer complaints, field findings, operational observations, or other County-initiated notifications. Any maintenance performed in response to such notifications shall be completed in accordance with the response times outlined in Section 3.9, Response Times.

4. Inspection results and all corrective actions shall be documented and included in the monthly report described in Section 3.11, Monthly Reporting Requirements.

3.7.2 Routine Maintenance Activities:

1. Routine maintenance includes any repair, replacement, or restoration required to address normal wear and tear or damage resulting from acts of God, vehicle impacts, vandalism, or other external causes not related to product defects.

2. Routine maintenance shall include, but is not limited to:

i. Cleaning of sign faces, posts, and solar light fixtures to remove dirt, graffiti, and debris.

ii. Tightening or replacement of bolts, nuts, and other hardware to maintain structural stability.

iii. Re-leveling or re-plumbing of leaning posts.

iv. Replacement of faded, missing, or vandalized route decals, reflective sheeting, or signage components.

3. The Contractor shall furnish all necessary replacement parts, reflective sheeting, hardware, and any County-authorized optional enhancement required to maintain the system in full working order during the maintenance period.

3.8 WARRANTY REPAIRS

1. Warranty repairs include any corrective work required due to defects in materials, workmanship, or manufacturing, excluding conditions resulting from acts of God, vehicle impacts, or vandalism.

2. All warranty repairs shall be performed at no additional cost to the County.

3. The Contractor shall coordinate all manufacturer warranty claims, replacements, and repairs for reflective sheeting, hardware, and any County-authorized optional enhancement components.

3.9 RESPONSE TIMES

1. Emergency repairs (e.g., exposed hardware, fallen post, or electrical hazard) shall be completed within 24 hours of County notification.

2. Standard repairs shall be completed within a timeframe agreed upon by DTPW Project Manager and Contractor.

DTPW reserves the right to audit maintenance records or inspect bus stops at any time to verify compliance with this section.

3.10 ASSET DATA, REPORTING AND DOCUMENTATION

The Contractor shall maintain detailed records for each bus stop, including:

• GPS coordinates (approximately 3 feet accuracy)

• Stop number, post type, sign type, and installation date

• Before/after photos

• Route decals applied

• Warranty starts and end dates

All data shall be submitted electronically in GIS-compatible format (ESRI shapefile or GeoPackage) and an accompanying Excel or CSV summary listing each stop ID, installation date, and asset condition.

3.11 MONTHLY REPORTING REQUIREMENTS

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The Contractor shall provide a monthly report to DTPW summarizing the results of field inspections and all maintenance activities performed during the reporting period. Each report shall include, at minimum:

• Date and time of inspection or maintenance activity

• Bus stop ID

• Observed condition at time of inspection

• Work performed

• Materials used

• Before/after time-stamped photographs

• Any escalated issues requiring follow-up

Reports shall be submitted on a schedule and in a standardized Excel format established by DTPW.

3.12 PHOTO DOCUMENTATION REQUIREMENTS

The Contractor shall provide photographic documentation for all installations, routine maintenance activities, County-initiated maintenance notifications, and warranty repairs.

All photographs shall meet the following criteria:

• Clear, unobstructed view of the sign assembly

• Full pole and mounting hardware visible

• Close-up and wide-angle shots when applicable

• Time-stamped images

• Before/after sequence for every activity performed

Photo documentation shall be submitted in accordance with the requirements of Sections 3.6. (Installation and Relocation) and 3.7 (Maintenance and Repair).

3.13 WARRANTIES

• All workmanship and materials shall be warranted for one (1) year from acceptance.

• Reflective sheeting and graphics shall carry a minimum seven (7)-year manufacturer warranty.

• The Contractor shall repair or replace any defective materials at no cost to the County during the warranty period.

3.14 ACCEPTANCE AND QUALITY CONTROL

All work shall be subject to inspection and approval by DTPW. The County reserves the right to reject nonconforming materials or workmanship. Payment will not be processed until all deficiencies are corrected and required documentation is received.

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SECTION 4

SUBMITTAL REQUIREMENTS

4.1 BIDDER REQUIREMENTS

TO BE COMPLETED BY ALL BIDDERS

Refer to Paragraph 2.4 to ensure that Bidder’s responses and attachments comply with the Solicitation's requirements.

Paragraph Reference Bidder Requirements

2.4.1

Bidder shall be regularly engaged in the business of providing public roadway signage services, which includes the fabrication, installation, and maintenance of public roadway signage to be considered for award.

Bidder shall provide three (3) different references from customers to whom the Bidder has provided or is currently providing public roadway signage services as described throughout this Solicitation.

The references should include the customer’s company name, and the contact person’s name, title, address, telephone number, and e-mail address, who can verify that the Bidder has successfully provided the goods/services. These references shall ascertain to the County’s satisfaction that the Bidder has sufficient expertise in the industry and its firm is properly equipped to perform the required goods/services.

Reference Company Name No. 1:

Contact’s name: _____________________________ Title: ______________________________ Address: ______________________________________________________________________ Phone Number: ______________________ Email: _____________________________________

Reference Company Name No. 2:

Contact’s name: _____________________________ Title: ______________________________ Address: ______________________________________________________________________ Phone Number: ______________________ Email: _____________________________________

Reference Company Name No. 3:

Contact’s name: _____________________________ Title: ______________________________ Address: ______________________________________________________________________ Phone Number: ______________________ Email: _____________________________________

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2.4.2

Bidder shall assign a competent representative who is cognizant of industry standards and is authorized to discuss matters pertaining to the resultant Contract and provide the County with support and information.

The Bidder’s representative shall be able to communicate with the County and shall have full authority to act on behalf of the Bidder on all matters related to the resultant Contract. Bidders are required to provide their authorized representative’s name, phone number, and e-mail address. All resources shall be available twenty-four (24) hours a day to provide immediate support.

Name of Bidder’s Authorized Representative: _________________________________________ Title of Bidder’s Authorized Representative: _____________________________________________ Phone Number: _________________________________________ E-mail address: __________________________________________

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4.2. PRICE SUBMITTAL

Bidder shall provide pricing in INFORMS for all items as indicated under Section 3, Scope of Work/Technical Specifications, in accordance with all applicable terms and conditions of this Solicitation. Estimated quantities are for the 5-year term and are provided in INFORMS and noted below and are for Bidders’ guidance only. Refer to Section 1, Paragraph 1.9, Quantities.

A) Applicable to Line Items 1 - 12 Only: Estimated quantities are for the 5-year term and are for materials only. Labor rates will be quoted under separate line items.

Line- Item

Estimated Quantity

Unit of

Measure Description Unit Price

1 5,940 Ea.

18” X 30” X 0.080” thick Aluminum Panels, Single Sided, retrospective prismatic, protective clear non-yellowing top coat with four route panels, with reflective route and bus stop ID decals per Appendix A, Bus Stop Sign Design and Installation Standards.

Unit Price to be provided in

INFORMS

2 30 Ea.

18” X 38” X 0.080” thick Aluminum Panels, Single Sided, retrospective prismatic, protective clear non-yellowing top coat with six route panels, with reflective route and bus stop ID decals per Appendix A, Bus Stop Sign Design and Installation Standards.

3 30 Ea.

18” X 46” X 0.080” thick Aluminum Panels, Single Sided, retrospective prismatic, protective clear non-yellowing top coat with eight route panels, with reflective route and bus stop ID decals per Appendix A, Bus Stop Sign Design and Installation Standards.

4 6,000 Ea.

3” X 5” X 0.080” thick Blue Aluminum Tactile Panels, Raised Characters, Single Sided, 5/8" minimum text size per Appendix A, Bus Stop Sign Design and Installation Standards.

5 6,000 Ea. 17.125" x 0.375" Retainer Spacer Strap.

6 6,000 Ea. 30" U Channel Base Post, 3 lbs./foot Heavy Gauge Galvanized Steel.

7 5,940 Ea. 9' 6" U Channel Post, 3 lbs./foot Heavy Gauge Galvanized Steel.

8 30 Ea. 10' 6" U Channel Post, 3 lbs./foot Heavy Gauge Galvanized Steel.

9 30 Ea. 11' U Channel Post, 3 lbs./foot Heavy Gauge Galvanized Steel.

10 24,000 Ea. 5/16" - 18 UNC x 1 3/4" bolt per ASTM A-354, grade BD (Grade 8) 11 12,000 Ea. 5/16" - 18 UNC x 2 1/2" bolt per ASTM A-354, grade BD (Grade 8)

12 24,000 Ea.

Heavy Duty Lockwasher external type finish cadmium plated per ASTM A-165-80, type OS.

B) Applicable to Line Items 13 - 22 Only: Estimated quantities are for the 5-year term and are for labor only.

Line- Item

Estimated Quantity

Unit of

Measure Description Unit Price

13 10,800 Ea. New U Channel Post and Signs, Installation in concrete Unit Price to be provided in

INFORMS

14 7,200 Ea. New U Channel Post and Signs, Installation in grass/soil 15 18,000 Ea. Demolition & removal/recycling of bus stop post, signs & materials

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16 30,000 Ea. Bus Stop Sign Inventory Inspection 17 250 Ea. Graffiti Removal 18 500 Ea. Removal and Replacement of Damaged Bus Stop Signs 19 500 Ea. Replacement of Damaged Sign Post 20 22,500 Ea. Replacement of Route Decals 21 750 Ea. Bus Stop Sign Removal (sign and post) 22 750 Ea. Bus Stop Sign Removal and Relocation (sign and post)

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BUS STOP SIGN SYSTEM

INSTALLATION REQUIREMENTS

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS (DTPW)

Minimum Standards for Sign Installations

BUS

STOP

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

miamidade.gov/transit

APPENDIX A

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17”30”

6 1/2”

6 1/2”

18”

25”

6 1/2”

6 1/2”

33”

6 1/2”

6 1/2”

ADDITIONAL ROUTES

PANEL VARIATIONS

(2R: 6 ROUTES)

(3R: 8 ROUTES)

For every 2 routes added, an additional 8” of height shall be added to the panel

Bus route information must be placed as needed and are not depicted in diagram below

9”9” 1/2”

3/4” 3 1/2”

2”

4 1/2”

1/2”

3/4” 3 1/2”

12 3/4”

8 1/2”

12 3/4”

16 1/2”

1/2”

3/4” 3 1/2”

2”

4 1/2”

12 3/4”

12 3/4”

BU

S

ST

O

P

SI

G N

P A

N

EL

R: 1 1/4”

1” 38”

46”

1”

15”

2”

MAIN SIGN PANEL

(1R: 4 ROUTES)

8”8”

2”

3/4”

PRE-DRILLED

HOLES

D: 7/16”

4 3/4”

1 3/4” 3/4”

3 1/2”

1/2” miamidade.gov/transit

BUS STOP

Document Page 18 of 31

17”30”

6 1/2”

18”

6 1/2”

9”9”

BU

S

ST

O

P

SI

G N

P A

N

EL

B A

C K

BUS STOP

R: 1 1/4”

1” 1”

MAIN SIGN PANEL

BACK

(1R: 4 ROUTES)

8”8”

4 3/4”

1 3/4”

2”

25”

6 1/2”

6 1/2”

33”

6 1/2”

6 1/2”

ADDITIONAL ROUTES

PANEL VARIATIONS

BACK

(2R: 6 ROUTES)

(3R: 8 ROUTES)

2”

12 3/4”

6 1/2”

12 3/4”

1”

16 1/2”

2”

12 3/4”

12 3/4”

38”

46”

BUS STOP

BUS STOP

1”

1”

Document Page 19 of 31

BLUE ALUMINUM PANEL

(0.080 THICK)

RAISED CHARACTERS

ON ALUMINUM PANEL

The panels are not shown to scale relative to each other

3M™ ELECTROCUT™ FILM 1170C:

CLEAR, DURABLE UV-RESISTANT

BASE PANEL:

ALUMINUM (0.080 THICK)

CONFORMING TO

A.S.T.M. SPECIFICATIONS

B-209; ALUMINUM

ASSOCIATION ALLOY

6061-T6, 5154-H38, 5052-H38 OR EQUAL

SIGN DESIGN :

PRINTED ON 3M™ HIGH

INTENSITY PRISMATIC

DIGITAL SHEETING

3930DS: REFLECTIVE

SHEETING FOR DURABLE,

UV-OPTIMIZED

BUS STOP ID

REFLECTIVE DECAL

MAIN PANEL

TACTILE PANEL

BUS STOP

#0104

BU

S

ST

O

P

SI

G N

M A

TE

RI

A

LS

BUS ROUTE

INFORMATION:

ACRYLIC COLORED FILM

(COLOR:BLACK) WITH

PRESSURE SENSITIVE

ADHESIVE

miamidade.gov/transit miamidade.gov/transit

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

miamidade.gov/transit

Document Page 20 of 31

3M™ ELECTROCUT™ FILM 1170C:

CLEAR, DURABLE UV-RESISTANT

BASE PANEL:

ALUMINUM (0.080 THICK)

CONFORMING TO

A.S.T.M. SPECIFICATIONS

B-209; ALUMINUM

ASSOCIATION ALLOY

6061-T6, 5154-H38, 5052-H38 OR EQUAL

SIGN DESIGN :

PRINTED ON 3M™ HIGH

INTENSITY PRISMATIC

DIGITAL SHEETING

3930DS: REFLECTIVE

SHEETING FOR DURABLE,

UV-OPTIMIZED

MAIN PANEL

BACK

BU

S

ST

O

P

SI

G N

M A

TE

RI

A

LS

B A

C K

BUS ROUTE

INFORMATION:

ACRYLIC COLORED FILM

(COLOR:BLACK) WITH

PRESSURE SENSITIVE

ADHESIVE

BUS STOP

R: 1 1/4”

Document Page 21 of 31

*Route number and information (acrylic film) varies depending on Bus Route (Appendix B) **Content of reflective decal varies depending on Bus Stop ID (Appendix A)

3/4”

17”

R: 1 1/4”

PRE-DRILLED

HOLES

D: 7/16”

4 3/4”

1 3/4” 3/4”

3 1/2”

1/2” 30”

6 1/2”

6 1/2”

2”

15”

MAIN METAL PANEL WITH PRINTED

SHEETING & ATTACHMENT INVENTORY

ATTACHMENT

INVENTORY

A*

B**

A*

A*

A*

A*

B**

MIDNIGHT OWL

DADELAND SOUTHS

A*

A*

A*

A*

B**

BU

S

ST

O

P

SI

G N

P A

N

EL

A

SS

EM

BL

Y

BUS STOP

18”

9”9”

1” 1”8”8”

Document Page 22 of 31

16”

3 1/2”

8 3/8”

3 1/4”

*Route number and information (acrylic film) varies depending on Bus Route (Appendix B) **Content of reflective decal varies depending on Bus Stop ID (Appendix A)

A*: ROUTE ACRYLIC FILM

B**: BUS STOP ID ATTACHMENT

DIAGRAM

A

A

A

A

B

MIDNIGHT OWL

DADELAND SOUTHS

SI

G

N D

EC

A

LS

Document Page 23 of 31

R: 1/4”

5”

1/2”

1/2”

PRE-DRILLED

HOLES

D: 7/16” 1/2”

1 1/2”

1/2”

0.059” - 0.063”

0.025” - 0.037”

0.090” - 0.100”

0.395” - 0.400”

BETWEEN

ROWS

0.241” - 0.300”

BETWEEN CELLS

0.090” - 0.100”

*ID Number varies depending on Bus Stop ID(Appendix A)

BUS STOP

#0104

1 1/2”

3”

ADA BRAILLE SIGN PANEL

REFER TO THE

DRAWING AT TOP

RIGHT FOR

SPECIFICATIONS

REFER TO THE

DRAWINGS AT

BOTTOM FOR

SPECIFICATIONS

Raised characters shall be 1/32 inch (0.8 mm) minimum above their background.

ADA BRAILLE REQUIREMENTS

BRAILLE DOT SIZE

SIX BRAILLE DOTS PER

CELL (3x2)

RELATIVE CELL

SPACING

REQUIREMENTS

BUS STOP

#0104*

#0104

TA

C

TIL

E

BU

S

ST

O

P

SI

G N

P A

N

EL

BUS STOP

5/8”

MINIMUM

#0104

Document Page 24 of 31

11’

46”

6”

10’-6”

38”

6”

9’-6”

30”

6”

*12 gauge: 3 lbs/foot heavy gauge galvanized steel.

SIGN POST + BASE POST

SIGN POST BASE POST

R: 3/16”

R: 3/16”

R: 5/16”

R: 1/8”

VARIES

D: 7/16”

30”

1”

1”

D: 7/16”

1”

1”

3 1/2”

23/32” 11 1/2

.150”

.165”

.160”

1.1750”

1 13/32”

1 5/8”

POST VARIATIONS

3P1P 2P

U- C

HA

N

N

EL

P O

ST

Document Page 25 of 31

RETAINER SPACER STRAP

SIG

N PO

DIRECTION OF VEHICLE

FLOW

BASE POST

RETAINER

SPACER ST

RAP

HEXHEAD - IN

TEGRAL F

LA

NGE

BOLT,

NUT &

LO

CKWASHERS

4 REQUIRED (*)

17.125”

REF.

.375”.375”100”

100”

750”

400”

1.938”

8.562”

875”

5/16” - 18 UNC x 1 3/4” bolt - per ASTM A-354, grade BD (Grade 8).

NUT-PER ASTM A-563, Grade DH, Lockwasher - Heavy duty external type finish cadmium plated per ASTM A-165-80, type OS.

(*) U- C

HA

N

N

EL

P O

ST

A N

C

HO

RI

N

G

Document Page 26 of 31

AXONOMETRIC VIEW SHOWING ALL

COMPONENTS

All sign components are shown in the drawing to the left. It includes the following:

A. Rectangular Bus Stop Sign Panel

B. Tactile Bus Stop Sign Panel C. Hexhead Bolts to Attach

Components onto Posts D. Base Post E. Sign Post

A

B

C

D

E

FOR REFERENCE ONLY

COMPONENT ASSEMBLY

Document Page 27 of 31

PRIOR TO DRIVING BASE POST

6”

24” 30”

DRIVING BASE POST

7”

23” 30”

CONCRETE

SIDEWALK

A. Bore a 3” diameter hole through the concrete flag.

B. Drive base post to seven (7) inches above ground.

C. Rotate strap to vertical position.

A. Drive base post to six (6) inches above ground.

B. Rotate strap to vertical position.

C. To be used on loose fill and sandy soils.

BA

SE

P O

ST

IN

ST

A

LL

A

TIO

NA

B

C

A

C

B

Document Page 28 of 31

GRADESIDEWALK

ROADWAY

POST ANCHOR INSTALLATION

6”

24” 30”

CONCRETE

SIDEWALK

To the best of our knowledge, this plan and the specifications applying to it, comply with applicable minimum building codes.

REFER TO THE

DRAWING AT TOP LEFT

FOR SPECIFICATIONS

BUS STOP

M

IN

A

BO

VE

G

RA

D

E

TACTILE BUS

STOP SIGN*

5”

M

IN

B

US

S

TO

P

SI

G N

S

YS

TE

M

IN

ST

A

LL

A

TIO

N

#0104

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

miamidade.gov/transit

BUS STOP ID:

For next bus arrival times, text ID to GOMDT (46638)

Document Page 29 of 31

PO

ST

P

LA

C

EM

EN

T I

N C

RO

SS

S

EC

TIO

N

SIDEWALK

CURB

66”

SIDEWALK

CURB

< 78”

SIDEWALK

CURB

< 96”

12”

MIN

SIDEWALK

> 96”

48” MIN

24”

MIN

CURB

CURB, SIDEWALK AND UTILITY STRIP WIDTH < 6.5’CURB AND SIDEWALK WIDTH = 5.5’

CURB AND SIDEWALK WIDTH < 8’ CURB AND SIDEWALK WIDTH > 8’

BU

IL

D

IN

G

W A

LL

F

A C

E

M

IN

A

BO

V

E G

RA

D

E

RI

G

HT

O

F W

A Y

LI

N

E

V

E G

RA

D

E

12”

MIN

RI

G

HT

O

F W

A Y

LI

N

E

V

E G

RA

D

E

RI

G

HT

O

F W

A Y

LI

N

E

V

E G

RA

D

E

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

BEACH MAX

AVENTURA MALL120

LITTLE HAVANA CONNECTION

SW 7 ST TO SW 1 ST

MIDNIGHT OWL

DADELAND SOUTH

S

AVENTURA

MALL500

BUS STOP

miamidade.gov/transit

BUS STOP ID:

For next bus arrival times, text ID to GOMDT (46638) miamidade.gov/transit

BUS STOP ID:

For next bus arrival times, text ID to GOMDT (46638) miamidade.gov/transit

BUS STOP ID:

For next bus arrival times, text ID to GOMDT (46638) miamidade.gov/transit

BUS STOP ID:

For next bus arrival times, text ID to GOMDT (46638)

Document Page 30 of 31

1. Sign Condition Inspect the sign for structural integrity.

Ensure there are no dents, bends, or cracks in the material.

Verify that the sign is securely mounted to the pole and there are no loose fittings or hardware.

Inspect the bus stop post to ensure installation into concrete or ground is firm and stable (not leaning).

Check that there are no sharp edges or other hazards that could pose a safety risk to pedestrians or passersby.

Inspect LED lght component working properly

2. Vandalism Inspection Look for any graffiti, paint splashes, or other markings that may obstruct the legibility of the sign.

Check for damaged or missing sections (such as broken panels or bent frames) caused by vandalism.

Ensure the sign is not obstructed by unauthorized posters, stickers, or other materials.

3. Sign Fading and Visibility Examine the sign for fading or discoloration, particularly the text and any symbols that are crucial for identification.

Verify that reflective elements are still visible, ensuring the sign can be easily seen during low light or nighttime.

Ensure the sign is free from dirt, dust, or other debris that might obscure its visibility.

4. Clear Signage and Legibility Confirm that all text and symbols are readable from a distance (appropriate font size and clarity).

Check that the bus stop number/name and other relevant information (such as route number or operating hours) are accurate and up to date.

Make sure the sign is positioned correctly, so it's visible from both directions of traffic and for waiting passengers.

Remove bus stop signs or informaton posted as requuired Update bus stop signs/information as nessesary

5. Surrounding Area and Accessibility Ensure that the area around the sign is clear of any overgrown vegetation, debris, or obstacles that could block visibility or access.

Confirm the sign is positioned to comply with ADA (Americans with Disabilities Act) requirements, allowing sufficient space for individuals with disabilities to approach and read the sign.

Check that the bus stop is easily accessible for wheelchairs and pedestrians, with proper clearances around the sign.

Report any hazards or damaged ameneties/potential safety concerns

Bus Stop Sign Program Inspection Checklist

APPENDIX B

Document Page 31 of 31