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HomeMy WebLinkAbout26205AGREEMENT INFORMATION AGREEMENT NUMBER 26205 NAME/TYPE OF AGREEMENT RIBBECK ENGINEERING INC DESCRIPTION PROFESSIONAL SERVICES AGREEMENT/RFQ-24-25-003- ENGINEERING SERVICES FOR FLOOD MITIGATION IMPROVEMENTS-D3-PROJECT NO. 40-B233804/FILE ID: 18970/R-26-0146/MATTER ID: 26-1654 EFFECTIVE DATE July 20, 2026 ATTESTED BY TODD B. HANNON ATTESTED DATE 7/20/2026 DATE RECEIVED FROM ISSUING DEPT. 7/21/2026 NOTE DOCUSIGN AGREEMENT BY EMAIL Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 oRt CITY OF MIAMI DOCUMENT ROUTING FORM ORIGINATING DEPARTMENT: Department of Procurement DEPT. CONTACT PERSON: Luis Caseres/Max Sagesse EXT. 1923 NAME OF OTHER CONTRACTUAL PARTY/ENTITY: Ribbeck Engineering Inc. IS THIS AGREEMENT A RESULT OF A COMPETITIVE PROCUREMENT PROCESS? TOTAL CONTRACT AMOUNT: $ 4,922,306.92 FUNDING INVOLVED? TYPE OF AGREEMENT: ❑ MANAGEMENT AGREEMENT ■❑ PROFESSIONAL SERVICES AGREEMENT ❑ GRANT AGREEMENT ❑ EXPERT CONSULTANT AGREEMENT ❑ LICENSE AGREEMENT OTHER: (PLEASE SPECIFY) ■ ■ YES YES ❑ PUBLIC WORKS AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ INTER -LOCAL AGREEMENT ❑ LEASE AGREEMENT ❑ PURCHASE OR SALE AGREEMENT NO NO PURPOSE OF ITEM (BRIEF SUMMARY): RFQ 24-25-003 - Engineering Services for Flood Mitigation Improvements — D3 — Project No. 40-B233804 COMMISSION APPROVAL DATE: 04/09/2026 FILE ID: 18970 ENACTMENT NO.: R-26-0146 IF THIS DOES NOT REQUIRE COMMISSION APPROVAL, PLEASE EXPLAIN: ROUTING INFORMATION Date PLEASE PRINT AND SIGN DIRECTOR/CHIEF PROCUREMENT OFFICER Fernando Ponassi Reviewed and OK to proceed. June 30, 2026 116:21:40 Annie Perez, CPPO EDT SIGNATURE: David Ruiz EDT SIGNATURE: ,—DocuSigned t _A-`:., `-8954OEB73CA ,—DocuSigned b Dtini n —55349B495F25 Signed by: —7 RISK MANAGEMENT July 1, 2026 1 06:29:54 Funding is available in the project. B233804 BUDGET OFFICE July 16, 2026 114:17:54 Marie Gouin EDT SIGNATURE: CITY ATTORNEY /s/ TMF 26-1654 Matter ID No. 26-1654 July 17, 2026 � 1�:20:07 George K. Wysong III g Y g EDT SIGNATURE: 796C Signed by: Signed by: at-611, ASSISTANT CITY MANAGER/CHIEF FINANCIAL OFFICER July 16, 2026 11E:16:08 Erica Paschal Darling, CPA EDT SIGNATURE: 8'8776'E9'EE8 8 ,—DocuSigned b �"'ta• FAO \=SEE851:75-0-A53B- ASSISTANT CITY MANAGER, CHIEF OF OPERATIONS N/A Barbara Hernandez, MPA N/A SIGNATURE: ASSISTANT CITY MANAGER, CHIEF OF INFRASTRUCTURE July 17, 2026 115 Asael "Ace" Marrero, AIA 51:58 EDT SIGNATURE: ,—DocuSigned by -19, - ' rOF4AngARn3F DEPUTY CITY MANAGER July 17, 2026 1 2C:40:30 Natasha Colebrook -Williams EDT SIGNATURE: ,—DocuSigned b1 N `—t5�13�'b0'99'gD€P CITY MANAGER July 20, 2026 I 13 James 54:26 EDT Reyes "—Signed SIGNATURE: %•=A6-8C2561-2C.6A' � V ' Signed by: 18169471A31Dz CITY CLERK July 20, 2026 115:19:30 Todd Hannon EDT SIGNATURE: c468... 480... 495... 4BC.. 45A 41 B... 78... -% PLEASE ATTACH THIS ROUTING FORM TO ALL DOCUMENTS THAT REQUIRE EXECUTION BY THE CITY MANAGER PR 26058 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 AGREEMENT OVERVIEW AGREEMENT TITLE: RFQ No. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 - Project #40-B233804 — Ribbeck Engineering 1. AWARD DELEGATED AUTHORITY: ❑ Chief Procurement Officer — Authority level of $ ❑ City Manager — Authority level of $ ❑x City Commission — RESOLUTION No. 26-0146 2. PROCUREMENT METHOD: ❑x RFP/RFQ ❑ IFB ❑ ITB ❑ SOLE SOURCE ❑ PIGGY -BACK ❑ COOPERATIVE ❑ PROFESSIONAL SERVICES UNDER $25,000 3. TYPE OF AGREEMENT: ❑x PROFESSIONAL SERVICES AGREEMENT ❑ EXPERT CONSULTANT AGREEMENT ❑ SOFTWARE AS A SERVICE AGREEMENT ❑ LEASE AGREEMENT ❑ OPERATOR AGREEMENT ❑ CONCESSION AGREEMENT ❑ OTHER (Please explain): 4. IF THIS IS AN AMENDMENT, WHAT IS THE NUMBER OF THE AMENDMENT AND WHAT DOES THIS AMENDMENT DO (INCREASE CAPACITY, CHANGE IN TERMS, ETC) BE SPECIFIC AND INCLUDE THE PAGE NUMBER(S) THAT SPECIFIES WHAT IS BEING AMENDED ON THE CONTRACT. N/A 5. WAS THE AMENDMENT APPROVED BY THE CITY COMMISSION? ❑ YES ❑ NO IF YES, WHAT IS THE RESOLUTION NUMBER? 6. WHAT IS THE SCOPE OF SERVICES? The Consultant shall develop a stormwater design to reduce flood risk and minimize the impacts of rising sea levels in this sub -basin, as identified in the 2021 City of Miami Stormwater Master Plan, for the following project: Project No. 1: W 11th Avenue to W 17th Avenue/NW 1st Street to SW 6th Street (Pump Station), East Little Havana Flood Improvements — Project No. 40-B233804, District 3. The Consultant will provide design engineering services for road reconstruction including, but not limited to, drainage improvements, stormwater modeling, sidewalks, ADA compliant ramps, curb and/or gutter structures, pavement markings and striping, roadway signage, utility coordination, survey, geotechnical services, design development, construction permitting, bidding and construction administration. The proposed drainage will include stormwater pipe conveyance to a new pump station, and connection from the stormwater pump station to a series of underground injection wells through a force main. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 7. IF CITYWIDE, WHAT ARE THE MOST FREQUENT USER DEPARTMENTS? Resilience and Public Works 8. IS THE AWARDEE INCUMBENT? N/A 9. IS THE PRICING HIGHER, LOWER OR THE SAME AS THE CURRENT CONTRACT? N/A 10. WHEN DOES THE CURRENT CONTRACT EXPIRE? N/A 11. WHAT WAS THE PREVIOUS SPEND ON THE CURRENT CONTRACT? N/A 12.WHAT IS THE METHOD OF AWARD (Group, Item by Item etc.)? Florida Statutes Sec. 287.055, Consultants' Competitive Negotiation Act (CCNA) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CITY OF MIAMI DEPARTMENT OF PROCUREMENT PROFESSIONAL SERVICES AGREEMENT Service Category Contract Type Consultant Engineering Services for Flood Mitigation Improvements - D3 - Project No. 40-B233804 Project Specific Ribbeck Engineering Inc. TABLE OF CONTENTS ARTICLE 2 GENERAL CONDITIONS 6 2.01 TERM 6 2.02 SCOPE OF SERVICES 6 2.03 SMALL BUSINESS ENTERPRISE ("SBE") PARTICIPATION REQUIREMENTS 6 2.04 COMPENSATION 6 ARTICLE 3 PERFORMANCE 7 3.01 PERFORMANCE AND DELEGATION 7 3.02 REMOVAL OF UNSATISFACTORY PERSONNEL 7 3.03 CONSULTANT KEY STAFF 7 3.04 TIME FOR PERFORMANCE 7 3.05 STANDARD OF CARE 8 ARTICLE 4 SUBCONSULTANTS 8 4.01 GENERAL 8 4.02 SUBCONSULTANT RELATIONSHIPS 8 4.03 CHANGES TO SUBCONSULTANTS 9 ARTICLE 5 DEFAULT 9 5.01 GENERAL 9 5.02 CONDITIONS OF DEFAULT 9 5.03 TIME TO CURE DEFAULT, FORCE MAJEURE 9 ARTICLE 6 TERMINATION OF AGREEMENT 9 6.01 CITY'S RIGHT TO TERMINATE 9 6.02 CONSULTANT'S RIGHT TO TERMINATE 10 6.03 TERMINATION DUE TO UNDISCLOSED LOBBYIST OR AGENT 10 ARTICLE 7 DOCUMENTS AND RECORDS 10 7.01 OWNERSHIP OF DOCUMENTS 10 7.02 DELIVERY UPON REQUEST OR CANCELLATION 10 7.03 RE -USE BY CITY 11 7.04 NON -DISCLOSURE 11 7.05 MAINTENANCE OF RECORDS; PUBLIC RECORDS 11 7.06 E-VERIFY 12 7.07 VENDOR LIST 12 7.08 SCRUTINIZED COMPANIES LISTS 12 7.09 FOREIGN COUNTRY OF CONCERN ATTESTATION 12 7.10 ANTI -HUMAN TRAFFICKING AFFIDAVIT 12 7.11 NO CONFLICTS OF INTEREST 12 ARTICLE 8 INDEMNIFICATION 14 ARTICLE 9 INSURANCE 15 9.01 COMPANIES PROVIDING COVERAGE 15 9.02 VERIFICATION OF INSURANCE COVERAGE 15 9.03 FORMS OF COVERAGE 15 9.04 MODIFICATIONS TO COVERAGE 16 ARTICLE 10 MISCELLANEOUS 16 10.01 AUDIT RIGHTS; INSPECTION 16 10.02 ENTIRE AGREEMENT 16 10.03 SOVEREIGN IMMUNITY 16 10.04 SUCCESSORS AND ASSIGNS 16 10.05 TRUTH -IN -NEGOTIATION CERTIFICATE 17 10.06 APPLICABLE LAW AND VENUE OF LITIGATION 17 10.07 NOTICES 17 10.08 INTERPRETATION 18 10.09 JOINT PREPARATION 18 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 10.10 PRIORITY OF PROVISIONS 18 10.11 MEDIATION - WAIVER OF JURY TRIAL 18 10.12 TIME 19 10.13 COMPLIANCE WITH LAWS 19 10.14 NO PARTNERSHIP 19 10.15 DISCRETION OF DIRECTOR 20 10.16 RESOLUTION OF CONTRACT DISPUTES 20 10.17 INDEPENDENT CONTRACTOR 20 10.18 CONTINGENCY CLAUSE 20 10.19 THIRD PARTY BENEFICIARY 20 10.20 ADDITIONAL TERMS AND CONDITIONS 21 10.21 SEVERABILITY 21 10.22 COUNTERPARTS; ELECTRONIC SIGNATURES 21 10.23 PROJECTS FUNDED BY FEDERAL OR STATE FUNDS 21 ATTACHMENT A - SCOPE OF WORK 36 ARTICLE Al GENERAL 36 A1.01 SCOPE OF SERVICES 36 A1.02 WORK ORDERS 36 A1.03 PAYMENTS 37 ARTICLE A2 OVERVIEW OF PROJECT SERVICES 37 A2.06 ADMINISTRATION OF THE CONSTRUCTION CONTRACT 38 A2.07 TIME FRAMES FOR COMPLETION 38 ARTICLE A3 ADDITIONAL SERVICES 38 A3.01 GENERAL 38 A3.02 EXAMPLES 38 A3.03 ADDITIONAL DESIGN 39 ARTICLE A4 REIMBURSABLE EXPENSES 39 A4.01 GENERAL 39 A4.02 SUBCONSULTANT REIMBURSEMENTS 39 ARTICLE A5 CITY'S RESPONSIBILITIES 39 A5.01 PROJECT AND SITE INFORMATION 39 A5.02 CONSTRUCTION MANAGEMENT 40 SCHEDULE Al - SUBCONSULTANTS 41 SCHEDULE A2 - KEY STAFF 41 ATTACHMENT B - COMPENSATION AND PAYMENTS 42 ARTICLE B1 METHOD OF COMPENSATION 42 B1.01 COMPENSATION LIMITS 42 B1.02 CONSULTANT NOT TO EXCEED 42 ARTICLE B2 WAGE RATES 42 B2.01 FEE BASIS 42 B2.02 EMPLOYEES AND JOB CLASSIFICATIONS 42 B2.03 MULTIPLIER 42 B2.04 CALCULATION 43 B2.05 EMPLOYEE BENEFITS AND OVERHEAD 43 B2.06 ESCALATION 43 ARTICLE B3 COMPUTATION OF FEES AND COMPENSATION 43 B3.01 LUMP SUM 43 B3.02 HOURLY RATE FEES 43 B3.03 REIMBURSABLE EXPENSES 44 B3.04 FEES FOR ADDITIVE OR DEDUCTIVE ALTERNATES 44 B3.05 FEES FOR ADDITIONAL SERVICES 44 B3.06 PAYMENT EXCLUSIONS 45 B3.07 FEES RESULTING FROM PROJECT SUSPENSION 45 ARTICLE B4 PAYMENTS TO THE CONSULTANT 45 B4.01 PAYMENTS GENERALLY 45 B4.02 FOR COMPREHENSIVE BASIC SERVICES 45 B4.03 BILLING - HOURLY RATE 45 B4.04 PAYMENT FOR ADDITIONAL SERVICES AND REIMBURSABLE EXPENSES 45 B4.05 DEDUCTIONS 45 ARTICLE B5 COMPENSATION FOR REUSE OF PLANS AND SPECIFICATIONS 46 B5.01 GENERAL 46 B5.02 REIMBURSEMENTS TO THE SUBCONSULTANTS 46 SCHEDULE B1 - WAGE RATES SUMMARY 47 SCHEDULE B2 - CONSULTANT INVOICE 49 Engineering Services for Flood Mitigation 2 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 CITY OF MIAMI DEPARTMENT OF PROCUREMENT PROFESSIONAL SERVICES AGREEMENT Service Category Engineering Services for Flood Mitigation Improvements — D3 — Project No. 40-B233804 Contract Type Project Specific Consultant Ribbeck Engineering Inc. Consultant Office Location 14335 SW 120th Street, Suite 205, Miami, FL 33186 City Authorization Section 18-87, City of Miami Code Agreement Number 24-25-003-1 THIS PROFESSIONAL SERVICES AGREEMENT ("PSA" or "Agreement") made this 20th day of July in the year 2026 by and between THE CITY OF MIAMI, FLORIDA, hereinafter called the "City," and Ribbeck Engineering Inc., hereinafter called the "Consultant." RECITAL A. The City issued Request for Qualifications ("RFQ") No. 24-25-003 on June 4, 2025, for the provision of Engineering Services for Flood Mitigation Improvements ("Services") and the Consultant's proposal ("Proposal"), in response thereto, was selected as the most qualified for the provision of said Services. The RFQ and the Proposal are sometimes referred to herein, collectively, as the Solicitation Documents ("Solicitation Documents"), and are, by this reference, expressly incorporated into and made a part of this Agreement as if set forth in full. The Solicitation Documents are deemed as being attached hereto and incorporated by reference herein as supplemental terms, providing, however, that in the event of any conflicts(s) or inconsistencies with the terms of this Agreement, this Agreement shall control and supersede any such conflicts(s). B. WHEREAS, the City, through action of the City Manager and/or the City Commission, as applicable, has selected the Consultant in accordance with Section 287.055, Florida Statutes, (Consultants' Competitive Negotiation Act, hereinafter referred to as "CCNA"), and the applicable provisions of the City Procurement Ordinance, including, without limitation, City Code Section 18-87, to provide the professional services as described herein. WITNESSETH, that the City and the Consultant, for the considerations herein set forth, agree as follows: Engineering Services for Flood Mitigation 3 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 DEFINITIONS 1.01 Additional Services means any Work defined as such in a Work Order, secured in compliance with Florida Statutes and City Code. 1.02 Attachments means the Attachments to this Agreement, which are expressly incorporated by reference and made a part of this Agreement as if set forth in full. 1.03 Base Fee means the amount of compensation mutually agreed upon for the completion of Basic Services. 1.04 Basic Services means those services designated as such in a Work Order. 1.05 City Commission means the legislative body of the City of Miami. 1.06 City Manager means the duly appointed chief administrative officer of the City of Miami. 1.07 City or Owner means the City of Miami, Florida, a Florida municipal corporation, the public agency that is a party hereto and for which services under this Agreement are to be performed. In all respects hereunder, the City's performance is pursuant to the City's position as the Owner of the Project. In the event the City exercises its regulatory authority as a governmental body, the exercise of such regulatory authority and the enforcement of any rules, regulations, codes, laws, and ordinances shall be deemed to have occurred pursuant to the City's authority as a governmental body and shall not be attributable in any manner to the City as a party to this Agreement. The City of Miami shall be referred to herein as "City." For the purposes of this Agreement, "City" without modification shall mean the City Manager who may delegate certain tasks to the Director as defined in Section 1.12. 1.08 City Risk Manager shall mean the Risk Manager of the City of Miami who heads the Department of Risk Management 1.09 Commission means the legislative body of the City of Miami. This has the same meaning as City Commission and is an abbreviation. 1.10 Consultant means the individual, partnership, corporation, association, joint venture, limited liability company, other recognized business entity, or any combination thereof, of properly registered professional architects, or engineers, or surveyors and mappers, as applicable, which has entered into this Agreement to provide professional services to the City. 1.11 Contractor means an individual, partnership, corporation, association, joint venture, or any combination thereof, which has entered into a contract with the City for construction of City facilities and incidentals thereto. 1.12 Department means or refers to the City of Miami's Department of Resilience and Public Works ("RPW'). 1.13 Director means the Director of the City Department designated herein who has the authority and responsibility for managing the specific project or projects covered under this Agreement. Unless otherwise specified herein or in a Work Order, for this Agreement, the Director is the top administrator of RPW or their authorized designee. 1.14 Errors means items in the plans, specifications, or other documents prepared by the Consultant that are shown incorrectly, which results in a change to the Services and results in the need for the Contractor to perform corrective work, rework, or additional work or which causes a delay to the completion of construction. 1.15 Errors and Omissions means design deficiencies in the plans, specifications or other documents prepared by the Consultant, which fail to meet the Standard of Care. 1.16 Inspector means an employee of the City or of a consulting firm hired by the City and assigned by the City to make observations of Work performed by a Contractor. 1.17 Key Personnel means Staff positions assigned on a full-time basis to the Program by the Program Coordinator with the Director's approval, to serve as an extension of the City's staff Engineering Services for Flood Mitigation 4 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 typically working inside the City's Miami Riverside Center (MRC) or other requested City facility. 1.18 Notice to Proceed ("NTP") means the same as "Authorization to Proceed." A duly authorized written letter or directive issued by the Director or Project Manager acknowledging that all precedent conditions have been met and/or directing that the Consultant may begin work on the Project. 1.19 Omissions means items that are not shown or included in the plans, specifications, or other documents prepared by the Consultant which are necessary for the proper and/or safe operation of the Project or required to meet the Scope of Services. 1.20 Primary Services means those Services considered by City to be fundamental to the successful management of the Project as stated in the RFQ, and in Attachment A of this Agreement. 1.21 Project Manager means an employee or representative of the City assigned by the Director to manage and monitor Work to be performed under this Agreement or the construction of a project as a direct representative of the City. 1.22 Program means the City's multi -year Stormwater Infrastructure Improvements Programs, prepared on an annual basis that details the planned financial resources and implementation schedule and strategies for the City's stormwater infrastructure projects over a five (5) year period. 1.23 Project means the design, construction, alteration and/or repair, and all services and incidentals thereto, of a City facility as contemplated and budgeted by the City. The Project or Projects shall be further defined in the Scope of Services and/or Work Order issued pursuant to this Agreement. 1.24 Professional Services means those services within the scope of the practice of architecture, professional engineering, or registered surveying and mapping, as applicable, as defined by the laws of the State of Florida, or those performed by any architect, professional engineer, or registered surveyor or mapper in connection with his or her professional employment or practice. These services may be abbreviated herein as "architectural/engineering services" or "professional services," as applicable, which are within this definition. 1.25 Professional Services Agreement ("Agreement" or "PSA") means this Agreement, all attachments, and any authorized amendments thereto. In the event of a conflict between the Request for Qualifications ("RFQ") and the Consultant's response thereto, the RFQ shall control. In the event of any conflict between the Consultant's response to the RFQ and this PSA, this PSA shall control. In the event of any conflict between this PSA and its attachments, this PSA shall control. 1.26 Resolution means the document constituting the official approval of the City Commission as required for the City Manager to execute this Agreement, or increase the Project Budget, among other matters. 1.27 Risk Management Administrator means the City's Risk Management Director, or their designee, or the individual named by the City Manager to administer matters relating to insurance and risk of loss for the City. 1.28 Scope of Services or Services means a comprehensive description of the activities, tasks, design features, objectives, deliverables, and milestones required for the completion of a Project or an assignment with sufficient detail to allow a reasonably accurate estimation of resources necessary for its completion. 1.29 Small Busines€ Enterprise ("SBE") formcrly rcfcrrcd to as Community Bucincs Enterprise ("CBE"), means a firm that has been certified by Miami Dade County, who will profe:.€ional services to the Consultant as required pursuant to City Code Section 18 87. Engineering Services for Flood Mitigation 5 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 1.30 Subconsultant means a person or organization of properly registered professional architects, engineers, registered surveyor, or mapper, and/or other professional specialties, who has entered into a written agreement with the Consultant to furnish specified professional services for a Project or task. 1.31 Wage Rates means the effective direct expense to the Consultant and/or the Subconsultant, on an hourly rate basis, for employees in the specified professions and job categories assigned to provide services under this Agreement that justify and form the basis for professional fees regardless of actual manner of compensation. 1.32 Work means all services, materials and equipment provided by/or under this Agreement with the Consultant. 1.33 Work Order means a document internal to the City, which authorizes the performance of specific professional services for a defined Project or Projects. 1.34 Work Order Proposal means a document prepared by the Consultant, at the request of the City for Services to be provided by the Consultant on a specific phase of a Project. ARTICLE 2 GENERAL CONDITIONS 2.01 TERM The term of this Agreement shall take effect upon the date written above upon its execution by the authorized officers and shall be effective until final completion of construction of the Project and Final Payment is made to the Consultant. 2.02 SCOPE OF SERVICES The Consultant agrees to provide the Services as specifically described and under the special terms and conditions set forth in Attachment A, Scope of Work, hereto, which is incorporated into and made a part of this Agreement. 2.03 SMALL BUSINESS ENTERPRISE ("SBE") PARTICIPATION REQUIREMENTS Prospective Firms must (hall) adhere to the following requirements: 1) Assign a minimum of fifteen percent (15%) of the contract value to firms currently certified Community Businesc Enterprise ("CBE"), in good standing. 2) Place a specific emphasis on utilizing local small businesses from within the City's municipal boundaries. For information on the SBE requirements, visit the Miami -Dade County, Intcrnal Scrvices Department website at http://www.miamidade.gov/smallbusiness/certification proqrams.asp. Failure to adhere to these requirements will cause the firm to be disqualified as nonresponsive or at a subccqucnt timc cause the Agreement to be canceled. 2.04 COMPENSATION 2.04-1 Compensation Limits: The amount of compensation payable by the City to the Consultant shall generally be a lump sum not to exceed fee, based on the rates and schedules established in Attachment B, Compensation and Payments, hereto, which is incorporated into this Agreement; provided, however, that in no event shall the amount of compensation payable to the Consultant by the City, exceed Four Million Nine Hundred Twenty -Two Thousand Three Hundred Six Dollars and Ninety -Two Cents ($4,922,306.92), inclusive of Dedicated Allowances for Public Outreach Support Materials and Geotechnical Exploration Permit in an amount of seven thousand dollars ($7,000.00), an Allowance for Post Design Services (Tasks 1-10) in an amount of two hundred seventy-six thousand three hundred eighteen dollars and ninety-six cents ($276,318.96), an Optional Services Allowance including Various Analysis', Survey and Mapping, Geotechnical, and Subsurface Utility Engineering ("SUE") in an amount of five hundred sixty-four thousand six hundred fifteen dollars and fifty- four cents ($564,615.54), and a five percent (5%) Owner's Contingency Allowance in an Engineering Services for Flood Mitigation 6 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 amount of one hundred sixty-one thousand six hundred twenty dollars and thirty-four cents ($161,620.34), as detailed in Exhibit A, Consultant Work Order Proposal, attached hereto, unless explicitly approved by action of the City Commission or City Manager, as applicable, and put into effect by written amendment to this Agreement. The City may, in its sole and absolute discretion use other compensation methodologies. The City shall not have any liability, nor will the Consultant have any recourse against the City for any compensation, payment, reimbursable expenditures, costs, fees, or charges beyond the compensation limits of this Agreement, as it may be amended from time to time. The Work may never exceed the limitations provided in Section 287.055, Florida Statutes, Consultant's Competitive Negotiation Act, for continuing contracts and other limitations on compensation, as applicable. 2.04-2 Payments: Unless otherwise specifically provided in Attachment B, Compensation and Payments, payment shall be made in accordance with Florida Statute Chapter 218, Part VI I, Local Government Prompt Payment Act, after receipt of the Consultant's invoice, which shall be accompanied by sufficient supporting documentation and contain sufficient detail, to constitute a "Proper Invoice" as defined by Section 218.72 (8), Florida Statutes, and to allow a proper audit of expenditures, should the City require one to be performed. If the Consultant is entitled to reimbursement of travel expenses, then all bills authorized and approved for travel expenses shall be submitted in accordance with Section 112.061, Florida Statutes. The Consultant shall utilize Attachment B, Schedule B2 - Consultant Invoice, for the submission of invoices. ARTICLE 3 PERFORMANCE 3.01 PERFORMANCE AND DELEGATION The Services to be performed hereunder shall be performed by the Consultant's own staff, unless otherwise provided in this Agreement, or approved, in writing by the City. Said approval shall not be construed as constituting an agreement between the City and said another person or firm. 3.02 REMOVAL OF UNSATISFACTORY PERSONNEL Director or their designee may make written requests to the Consultant for the prompt removal and replacement of any personnel employed or retained by the Consultant, or any Subconsultants, or any personnel of any such Subconsultants engaged by the Consultant to provide and perform Services or Work pursuant to the requirements of this Agreement. The Consultant shall respond to the City within fourteen (14) calendar days of receipt of such request with either the removal and replacement of such personnel or written justification as to why that may not occur. All decisions involving personnel will be made by the Consultant. Such request shall solely relate to the work of said employees under this Agreement. 3.03 CONSULTANT KEY STAFF The parties acknowledge that the Consultant was selected by the City, in part, based on qualifications of particular staff identified in the Consultant's response to the City's solicitation, hereinafter referred to as "Key Staff." The Consultant shall ensure that Key Staff are available for Work upon request from the City, as long as said Key Staff are in the Consultant's employ. The Consultant will obtain prior written approval from the Director or their designee to change or add to Key Staff. The Consultant shall provide the Director, or their designee with information required to determine the suitability of the proposed new Key Staff. The Director will act reasonably in evaluating Key Staff qualifications. Such approval shall not constitute any responsibility or liability for t. individual's ability to perform. 3.04 TIME FOR PERFORMANCE The Consultant agrees to start all Work hereunder upon receipt of a Notice to Proceed ("NTP") issued by the Director or their designee and to complete each assignment, task or phase within the time stipulated in the NTP. Time is of the essence with respect to performance of Work under this Agreement. Engineering Services for Flood Mitigation 7 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 A reasonable extension of the time for completion of various assignments, tasks, or phases may be granted by the City should there be a delay on the part of the City in fulfilling its obligations under this Agreement as stated herein. Such an extension of time shall not be cause for any claims by the Consultant for additional compensation or for any damages. 3.05 STANDARD OF CARE Consultant shall use the same degree of care, skill, and diligence exercised in the performance of the services as is ordinarily possessed and exercised by members of the same profession, currently practicing, under similar circumstances ("Standard of Care") and is solely responsible for the technical accuracy and quality of their Services. Consultant shall perform all Services in compliance with Florida Administrative Code Chapter 61G1, Chapter 471 (Engineering), and Chapter 481 (Architecture, Interior Design, and Landscape Architecture) of the Florida Statutes, as amended, and all regulations promulgated applicable to these professions. Consultant shall perform due diligence, in accordance with the Standard of Care, in gathering information and inspecting a Project site prior to the commencement of design. Consultant shall be responsible for the professional quality, technical accuracy, and coordination of all Services furnished by the Consultant under this Agreement. Consultant shall correct or revise any errors, omissions, and/or deficiencies in its Services not meeting the Standard of Care without additional compensation. Consultant shall also be liable for claims for delay costs, and any additional costs in construction, including, but not limited to additional work, demolition of existing work, rework, etc., to the extent caused by errors, omissions, and/or deficiencies in its Services that fail to meet the Standard of Care for professional services. The Consultant's scope of services may include access to the general contractor's work to determine if it is proceeding in accordance with applicable standards. However, neither the Consultant nor its sub -consultants shall have control over or be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work; these are solely the general contractor's obligations under the contracts for construction. The Consultant shall not be responsible for any contractor's schedules or failure to carry out the work in accordance with the contract documents. Except as otherwise provided in this Agreement and for the purposes of providing oversight, the Consultant shall not have control over or charge of acts and omissions of the contractor's, construction subcontractors, or their agents or employees, or any other persons performing the work. ARTICLE 4 SUBCONSULTANTS 4.01 GENERAL 4.01-1 A Subconsultant, as defined in Article 1.28, Subconsultant is a firm that was identified as part of the consulting team during the competitive selection process by which the Consultant was chosen to perform the Services under this Agreement, and as such, is identified and listed in Attachment A, Schedule Al - Subconsultants attached hereto and incorporated herein by reference. 4.01-2 A Specialty Subconsultant is a person or organization that has, with the consent of the Director, entered into a written agreement with the Consultant to furnish unique and/or specialized professional services necessary for a project or task described under Additional Services. Such Specialty Subconsultant shall be in addition to those identified in Attachment A, Schedule Al. 4.02 SUBCONSULTANT RELATIONSHIPS 4.02-1 All services provided by the Subconsultants shall be performed pursuant to appropriate written agreements between the Consultant and the Subconsultants, which shall contain provisions that preserve and protect the rights of the City under this Agreement. 4.02-2 Nothing contained in this Agreement shall create any contractual or business relationship between the City and the Subconsultants. The Consultant acknowledges that the Subconsultants are entirely under his direction, control, supervision, retention, and/or discharge. Engineering Services for Flood Mitigation 8 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 4.03 CHANGES TO SUBCONSULTANTS The Consultant shall not add to, modify, or change the Subconsultants listed in Attachment A, Schedule Al without prior written approval by the Director or designee, in response to a written request from the Consultant stating the reasons for any proposed change. ARTICLE 5 DEFAULT 5.01 GENERAL If the Consultant fails to comply with any material term or condition of this Agreement or any other Agreement it has with the City, or fails to perform any of its obligations hereunder, then the Consultant shall be in Default. Upon the occurrence of a default hereunder the City, in addition to all remedies available to it by law, may immediately, upon written notice to the Consultant, terminate this Agreement whereupon all payments, advances, or other compensation paid by the City to the Consultant while the Consultant was in default shall be immediately returned to the City. The Consultant understands and agrees that termination of this Agreement under this section shall not release the Consultant from any obligation accruing prior to the effective date of termination. In the event of termination due to default, in addition to the foregoing, the Consultant shall be liable to the City for all expenses incurred by the City in preparing and negotiating this Agreement, as well as all costs and expenses incurred by the City in the re -procurement of the Services, including consequential and incidental damages. In the event of Default, the City may also suspend or withhold reimbursements to the Consultant until such time as the actions giving rise to default have been cured. 5.02 CONDITIONS OF DEFAULT A finding of Default and subsequent termination for cause may include, without limitation, any one or more of the following: 5.02-1 The Consultant fails to obtain or maintain the professional engineering certification/ licensure, insurance or bonding herein required. 5.02-2 The Consultant fails to comply, in a substantial or material sense, with any of its duties under this Agreement, with any terms or conditions set forth in this Agreement, or in any agreement it has with the City, beyond the specified period allowed to cure such Default. 5.02-3 The Consultant fails to commence the Services within the time provided or contemplated herein or fails to complete the Work in a timely manner as required by this Agreement. 5.03 TIME TO CURE DEFAULT, FORCE MAJEURE The City, through the Director or designee, shall provide written notice to the Consultant as to a finding of Default, and the Consultant shall take all necessary action to cure said Default within the time stipulated in said notice, after which time, the City may terminate the Agreement. The City, at its sole and absolute discretion, may allow additional days to perform any required cure if the Consultant provides written justification deemed reasonably sufficient. If the Default has not been corrected by the Consultant within the time specified, the Agreement may be automatically terminated on the last day of the time stipulated in said notice, without the necessity of any further action by the City. Should any such failure on the part of the Consultant be due to a condition of Force Majeure as that term is interpreted under Florida law, then the City may allow an extension of time reasonably commensurate with the cause of such failure to perform or cure. ARTICLE 6 TERMINATION OF AGREEMENT 6.01 CITY'S RIGHT TO TERMINATE The City (including specifically the City Manager or the Director acting administratively), has the right to terminate this Agreement for any reason or no reason, upon ten (10) business day's written notice. Upon termination of this Agreement, all charts, sketches, studies, drawings, and other data Engineering Services for Flood Mitigation 9 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 and/or documents, including all electronic (digital) copies related to Work authorized under this Agreement, whether finished or not, must be turned over to the Director or the Director's designee. The Consultant shall be paid in accordance with the provisions of Attachment B, provided that said documentation is turned over to the Director or the Director's designee within ten (10) business days of termination. Failure to timely deliver the documentation shall cause the withholding of any payments due without recourse by the Consultant until all documentation is delivered to the Director or designee. 6.01-1 The Consultant shall have no recourse or remedy from any termination made by the City except to receive and retain the fees, and allowable costs or reimbursable expenses, earned as compensation for the Services that were performed in complete compliance with the Agreement, as full and final settlement of any claim, action, demand, cost, charge, or entitlement it may have, or will, have against the City, its officials, or employees. The Consultant has voluntarily acknowledged the applicability of this Section by submitting a response to this solicitation. 6.02 CONSULTANT'S RIGHT TO TERMINATE The Consultant shall have the right to terminate this Agreement, in writing, for cause following breach by the City, if breach of contract has not been corrected within sixty (60) calendar days from the date of the City's receipt of a written statement from the Consultant specifying the City's breach of its duties under this Agreement. Consultant shall give the City prior written notice in the manner provided herein specifying the City's breach and afford the City sixty (60) calendar days to cure. 6.03 TERMINATION DUE TO UNDISCLOSED LOBBYIST OR AGENT The Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Consultant to solicit or secure this Agreement and that he or she has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for the Consultant any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this provision, the City shall have the right to terminate the Agreement without liability and, at its discretion, to recover from the Consultant the full amount of any and all fees, commissions, percentages, gifts, or other consideration paid to undisclosed lobbyists or agents. ARTICLE 7 DOCUMENTS AND RECORDS 7.01 OWNERSHIP OF DOCUMENTS All tracings, plans, drawings, specifications, maps, computer files, and/or reports prepared or obtained under this Agreement, as well as all data collected, together with summaries and charts derived therefrom, including all electronic digital copies, will be considered works made for hire and will, based on incremental transfer wherein the above shall become the property of the City upon payments made to the Consultant or termination of this Agreement without restriction or limitation on their use, and will be made available, on request, to the City at any time during the performance of such services and/or upon completion or termination of this Agreement. The Consultant shall not copyright any material and products or patent any invention developed under this Agreement. The City shall have the right to visit Project sites for inspection of the work and the products of the Consultant at any time. The Consultant shall be permitted to retain copies, including reproducible copies, solely for information and reference in connection with the City's use and occupancy of the Project. 7.02 DELIVERY UPON REQUEST OR CANCELLATION Failure by the Consultant to promptly deliver all such documents, both hard copy and digital, to the Director or designee within ten (10) business days of cancellation, or within ten (10) business days of request by the City, shall be just cause for the City to withhold payment of any fees due the Consultant until the Consultant delivers all such documents. The Consultant shall have no recourse to these requirements. Engineering Services for Flood Mitigation 10 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 7.03 RE -USE BY CITY It is understood that all Consultant Agreements and/or Work Orders for new work will include the provision for the re -use of surveys, maps, plans, specifications, and other Consultant work products, at the City's sole option, and, by virtue of signing this Agreement, the Consultant agrees to such re -use in accordance with this provision without the necessity of further approvals, compensation, fees, or documents being required and without recourse for such re -use. The Consultant will not be liable for re -use by the City of plans, documents, studies, or other data for any purpose other than that intended by the terms and conditions of this Agreement. 7.04 NON -DISCLOSURE To the extent allowed by law, the Consultant agrees not to divulge, furnish, or make available to any third person, firm or organization, without Director's or their designee's prior written consent, or unless incident to the proper performance of the Consultant's obligations hereunder, or in the course of judicial or legislative proceedings, or otherwise required by law, where such information has been properly subpoenaed, any non-public information concerning the Services to be rendered by the Consultant hereunder, and the Consultant shall require all of its employees, agents, and Subconsultants to comply with the provisions of this paragraph. 7.05 MAINTENANCE OF RECORDS; PUBLIC RECORDS The Consultant shall keep adequate records and supporting documentation, which concern or reflect its Services hereunder. Records subject to the provisions of the Public Records Law, Florida Statutes Chapter 119, as amended, shall be kept in accordance with the applicable statutes. Otherwise, the records and documentation shall be retained by the Consultant for a minimum of six (6) years from the date of termination of this Agreement or the date the Project is completed, whichever is later. The City, or any duly authorized agents or representatives of the City, shall have the right to audit, inspect, and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the six (6) year period noted above, provided, however, such activity shall be conducted only during normal business hours. Consultant shall additionally comply with Section 119.0701, Florida Statutes, including without limitation: (1) Keep and maintain public records required by the City to perform the service; (2) upon request from the City's custodian of public records, provide the City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law; (3) ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the City; (4) upon completion of the contract, transfer, at no cost, to the City all public records in possession of the contractor or keep and maintain public records required by the City to perform the service. If the Contractor transfers all public records to the City upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the City, upon request from the City's custodian of public records, in a format that is compatible with the information technology systems of the City. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE DIVISION OF PUBLIC RECORDS AT Engineering Services for Flood Mitigation 11 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 (305) 416-1800, VIA EMAIL AT PUBLICRECORDS@MIAMIGOV.COM, OR REGULAR MAIL AT CITY OF MIAMI OFFICE OF THE CITY ATTORNEY, 444 SW 2ND AVENUE, 9TH FL, MIAMI, FL 33130. THE CONSULTANT MAY ALSO CONTACT THE RECORDS CUSTODIAN AT THE CITY OF MIAMI DEPARTMENT WHO IS ADMINISTERING THIS CONTRACT. 7.06 E-VERIFY By entering into this Agreement, Contractor and its subcontractors are jointly and severally obligated to comply with the provisions of § 448.095, F.S., as amended, titled "Employment Eligibility." Additional general and registration information is available at https://www.e-verify.gov/. Contractor affirms that: (a) It has registered and uses the U.S. Department of Homeland Security's E-Verify system to verify the work authorization status of all new employees; (b) It has required all subcontractors under this Agreement to register and use the E-Verify system to verify the work authorization status of all new employees of such subcontractors; (c) It has obtained an affidavit from all subcontractors attesting that the subcontractor does not employ, contract with, or subcontract with unauthorized aliens; and (d) It shall maintain copies of all such affidavits for the duration of the Agreement. If the City has a good faith belief that Contractor has knowingly violated § 448.09, F.S., the City shall terminate this Agreement in accordance with § 448.095, F.S. Upon such termination, Contractor acknowledges it may not be awarded a public contract for at least one (1) year from the date of termination and shall be liable for any additional costs incurred by the City. If the City has a good faith belief that a subcontractor has knowingly violated §§ 448.09 or .095, F.S., but Contractor has otherwise complied, Contractor shall terminate its contract with that subcontractor upon receipt of written notice from the City. Any challenge to termination under this Section must be filed in Circuit or County Court no later than twenty (20) calendar days after the termination date. 7.07 VENDOR LISTS The following lists are maintained by the Florida Department of Management Services and are available at https://www.dms.myflorida.com/. By entering into this Agreement, Contractor affirms it is not included in any of the following lists. Convicted Vendor List. Pursuant to § 287.133, F.S., "[a] person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list." Discriminatory Vendor List. Pursuant to § 287.134, F.S., "[a]n entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity." Antitrust Violator Vendor List. Pursuant to § 287.137, F.S., "[a] person or an affiliate who has been placed on the antitrust violator vendor list following a conviction or being held civilly liable for an antitrust violation may not submit a bid, proposal, or reply for any new contract to provide Engineering Services for Flood Mitigation 12 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 any goods or services to a public entity; may not submit a bid, proposal, or reply for a new contract with a public entity for the construction or repair of a public building or public work; may not submit a bid, proposal, or reply on new leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a new contract with a public entity; and may not transact new business with a public entity." Forced Labor Vendor List. Pursuant to § 287.1346, F.S., "[a]n agency may not accept a bid, proposal, or reply from; award a contract to; or transact business pertaining to the provision of commodities with a company on the forced labor vendor list, or an entity under the control of such company, for a period of 365 days after the date the company was placed on the list unless the company is removed from the list pursuant to paragraph (5)(d)." Suspended Vendor List. Pursuant to § 287.1351, F.S., "[a]n agency may not accept a bid, proposal, or reply from, or enter into or renew any contract with, a vendor on the suspended vendor list until such vendor has been removed from the suspended vendor list and returned to the vendor list maintained by the department pursuant to s. 287.042(1)(a) and (b) and the vendor has reimbursed the agency for any re -procurement costs." 7.08 SCRUTINIZED COMPANIES LISTS The following lists are maintained by the Florida State Board of Administration and are available at https://www.sbafla.com/. Scrutinized Companies that Boycott Israel List. Pursuant to § 287.135, F.S., by entering into this Agreement, the Contractor certifies that it is not participating in a boycott of Israel. Scrutinized Companies with Activities in Sudan and in Iran Terrorism Sectors Lists; Business Operation in Cuba and Syria. Pursuant to § 287.135, F.S., if this Agreement is valued at one million dollars ($1,000,000) or more, by entering into this Agreement, the Contractor certifies that it is not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in Iran Terrorism Sectors List and that it does not have business operations in Cuba or Syria. 7.09 FOREIGN COUNTRY OF CONCERN ATTESTATION Pursuant to § 287.138, F.S., a governmental entity may not enter into, extend, or renew a contract with an entity that would give access to an individual's personal identifying information if: (a) The entity is owned by the government of a foreign country of concern; (b) The government of a foreign country of concern has a controlling interest in the entity; or (c) The entity is organized under the laws of, or has its principal place of business in, a foreign country of concern. If this Agreement involves access to an individual's personal identifying information, Contractor shall execute and submit to the City an affidavit in compliance with § 287.138, F.S., attached and incorporated herein as "Foreign Country of Concern Attestation." Failure to comply entitles the City to suspend or terminate this Agreement immediately and without prior notice, and the City shall have no liability to Contractor for any additional, consequential, or incidental damages arising therefrom. 7.10 ANTI -HUMAN TRAFFICKING AFFIDAVIT Pursuant to § 787.06, F.S., when a contract is executed, renewed, or extended between a nongovernmental entity and a governmental entity, the nongovernmental entity must provide an affidavit signed by an officer or representative under penalty of perjury attesting that the entity does not use coercion for labor or services as defined in that section. Contractor shall execute and submit to the City an affidavit in compliance with § 787.06, F.S., attached and incorporated herein as "Anti -Human Trafficking Affidavit." Failure to comply entitles the City to suspend or terminate this Agreement immediately and without prior notice, and the City shall have no liability to Contractor for any additional, consequential, or incidental damages arising therefrom. Engineering Services for Flood Mitigation 13 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 7.11 NO CONFLICTS OF INTEREST Pursuant to City Code Section 2-611, Contractor certifies that no individual member of Contractor, no employee, and no subcontractor under this Agreement, nor any immediate family member of any of the foregoing, is a City employee or a member of any City board, commission, or agency. Contractor represents and warrants that throughout the term of this Agreement, Contractor, its employees, and its subcontractors will abide by this prohibition. Contractor further agrees, during the term of this Agreement, not to serve as a paid expert witness, affiant, or otherwise furnish evidence adverse to the City in any third -party claim against the City. ARTICLE 8 INDEMNIFICATION The Consultant shall indemnify, hold harmless, save and defend the City, its officers, agents, directors, instrumentalities, agencies, and/or employees from all liabilities, damages, losses, judgments, and costs, including, but not limited to reasonable attorney's fees, to the extent caused by the negligence, recklessness, negligent act or omission, or intentional wrongful misconduct of Consultant and persons employed or utilized by Consultant in the performance of services under this Contract. Consultant shall, further, hold the City, its officials and/or employees, harmless for, and defend the City, its officials and/or employees against, any civil actions, statutory, contractual, tort, strict liability, or other claims, actions, injuries, or damages arising or resulting from the work, unless it is alleged that the City, its officials and/or employees were negligent. In the event that any action or proceeding is brought against the City by reason of any such claim or demand, the Consultant shall, upon written notice from the City, resist and defend such action or proceeding by counsel reasonably satisfactory to the City Attorney. The Consultant expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by the Consultant shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents, and instrumentalities as herein provided. The indemnification provided above shall obligate the Consultant to defend, at its own cost and expense, to and through trial, administrative, appellate, supplemental or bankruptcy proceedings, or to provide for such defense, at the City's option, against any and all claims of liability and all claims, suits and actions of every name and description which may be brought against the City, in connection with services performed by the Consultant or persons employed or utilized by Consultant. This indemnity, hold harmless and duty to defend, shall survive the term of this Agreement, and shall also survive the cancellation or expiration of this Agreement. This indemnity shall be interpreted under the laws of the State of Florida, including without limitation and interpretation, which conforms to the limitations of Section 725.06 and/or Section 725.08, Florida Statutes, as applicable. If any portion of the Indemnity is invalidated by a court of competent jurisdiction to be invalid, unenforceable, or illegal, the unenforceable provision shall not affect the otherwise valid terms and provisions of this Section. The applicable terms and provisions shall be deemed modified and will be given effect to the extent necessary to render such provision(s) enforceable, and the rights and obligations of the parties will be construed and enforced accordingly, preserving to the fullest extent possible the intent and agreements of the parties as are set forth in this Section. The Consultant shall require all Subconsultant agreements to include a provision that they shall indemnify the City. The Consultant agrees and recognizes that the City shall not be held liable or responsible for any claims which may result from any actions or omissions of the Consultant in which the City participated, either through review or concurrence of the Consultant's actions. In reviewing, approving, or rejecting any submissions by the Consultant or other acts of the Consultant, the City in no way assumes or shares any responsibility or liability of the Consultant or Subconsultant under this Agreement. Ten dollars ($10) of the payments made by the City constitute separate, distinct, and independent consideration for the granting of this Indemnification, the receipt and sufficiency of which is voluntarily and knowingly acknowledged by the Consultant. Engineering Services for Flood Mitigation 14 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 Any limitation of liability, limitation of remedies, disclaimer of damages, cap on damages, waiver of subrogation, shortened limitations period, or similar provision that purports to limit Contractor's liability to the City, or limit the City's rights or remedies, is rejected, deleted in its entirety, and is of no force or effect as applied to the City unless expressly and specifically adopted by the City in writing. ARTICLE 9 INSURANCE The Consultant shall not start Services under this Agreement until the Consultant has obtained and provided to the City all insurance required hereunder and the City's Risk Management Administrator also known as the Director of the Risk Management Department, or their authorized designee, has approved such insurance. Should the Consultant not maintain the insurance coverage required in this Agreement, the City may cancel this Agreement or, at its sole discretion, shall purchase such coverage and charge the Consultant for such coverage purchased. The City shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage purchased or the insurance company or companies used. The decision of the City to purchase such insurance coverage shall in no way be construed as a waiver of its rights under this Agreement. 9.01 COMPANIES PROVIDING COVERAGE All insurance policies shall be issued by companies authorized to do business under the laws of the State of Florida and satisfactory to the Risk Administrator. All companies shall have a Florida resident agent and be rated at least A(X), in accordance with A.M. Best Company's Key Rating Guide, latest edition. 9.02 VERIFICATION OF INSURANCE COVERAGE The Consultant shall furnish certificates of insurance to the Procurement Department and Risk Management Administrator for review and approval prior to the execution of this Agreement. The Certificates shall clearly indicate that the Consultant has obtained insurance of the type, amount, and classification required by these provisions, and shall be enclosed herein as Exhibit C Insurance. The Consultant shall ensure that all Subconsultants comply with these same insurance requirements. The Consultant shall furnish copies of insurance policies pertaining to this Agreement to the Procurement Department and Risk Administrator within ten (10) business days of written request. 9.03 FORMS OF COVERAGE 9.03.1 Commercial General Liability and Automobile Liability: The Consultant shall maintain commercial general liability coverage written on a primary and non- contributory basis, with limits of at least $1,000,000.00 per occurrence, $2,000,000.00 aggregate for bodily injury and property damage. The coverage shall include Premises and Operations, Contingent and Contractual Liability, and Products and Completed Operations, with additional endorsements as applicable. Waiver of Subrogation applies in favor of the certificate holder. The coverage shall be written on a primary and non-contributory basis with the City listed as an additional insured as reflected by endorsement CG 2010 11/85 or its equivalent. Notice of cancellation should read thirty (30) calendar days and ten (10) business days for nonpayment. 9.03.2 Business Automobile: The Consultant shall provide business automobile liability coverage including coverage for all owned, hired, and non -owned autos with a minimal combined single limit of $1,000,000.00 naming the City as an additional insured with respect to this coverage. Notice of cancellation should read thirty (30) calendar days and ten (10) business days for nonpayment. 9.03.3 Professional Liability Insurance: The Consultant shall maintain Professional Liability Insurance including Errors and Omissions coverage in the minimum amount of $5,000,000.00 per claim, $5,000,000.00 aggregate providing for all sums which the Engineering Services for Flood Mitigation 15 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 Consultant shall be legally obligated to pay as damages for claims arising out of the services performed by the Consultant or any person employed by the Consultant in connection with this Agreement. This insurance shall be maintained for at least one (1) year after completion of the construction and acceptance of any project covered by this Agreement. Coverage must reference the retroactive date. 9.03.4 Worker's Compensation Insurance: The Consultant shall maintain Worker's Compensation Insurance in compliance with Florida Statutes, Chapter 440, as amended, and Employee's Liability with a minimum limit of $500,000.00 for bodily injury caused by disease, each employee, policy limit. 9.03.5 Umbrella Liability: The Consultant shall maintain Umbrella Liability with minimum limits of $1,000,000.00 per occurrence and policy aggregate. Excess Follow form over all liability policies contained herein. 9.03.6 Subconsultant Compliance: The Consultant shall ensure that all Subconsultants comply with these same insurance requirements. 9.04 MODIFICATIONS TO COVERAGE The Risk Administrator or their authorized designee reserves the right to require modifications, increases, or changes in the required insurance requirements, coverage, deductibles, or other insurance obligations by providing a thirty (30) calendar day written notice to the Consultant in accordance with Article 10.06, Notices, herein. The Consultant shall comply with such requests unless the insurance coverage is not then readily available in the national market and may request additional consideration from the City accompanied by justification. ARTICLE 10 MISCELLANEOUS 10.01 AUDIT RIGHTS; INSPECTION The City reserves the right to audit the Consultant's accounts during the performance of this Agreement and for six (6) years from the date of termination of this Agreement or the date the Project is completed, whichever is later. The Consultant agrees to furnish copies of any records necessary, in the opinion of the Director, to approve any requests for payment by the Consultant. The inspection and audit provisions provided for City contracts set forth in Section 18-101 and Section 18-102 of the City Code are applicable to this Agreement and are deemed as being incorporated by reference herein. 10.02 ENTIRE AGREEMENT This Agreement, as it may be amended from time to time, represents the entire and integrated agreement between the City and the Consultant and supersedes all prior negotiations, representations, or agreements, written or oral. This Agreement may not be amended, changed, modified, or otherwise altered in any respect, at any time after the execution hereof, except by a written document executed with the same formality and equal dignity herewith. Waiver by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of a breach of any other provision of this Agreement. 10.03 SOVEREIGN IMMUNITY Nothing in this Agreement is construed as a waiver of the limitations on the City's liability under § 768.28, F.S., or other applicable law. The City does not waive sovereign immunity. No claim, judgment, or award against the City includes attorneys' fees, investigative costs, pre -suit costs, adjusting costs, or pre -judgment interest, except to the extent expressly authorized by statute and awarded by a court of competent jurisdiction 10.04 SUCCESSORS AND ASSIGNS The performance of this Agreement shall not be transferred pledged, sold, delegated, or assigned, in whole or in part, by the Consultant without the written consent of the City, acting by and through its City Commission. It is understood that a sale of the majority of the stock or partnership shares of the Consultant, a merger or bulk sale, an assignment for the benefit of creditors shall each be Engineering Services for Flood Mitigation 16 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 deemed transactions that would constitute an assignment or sale hereunder requiring prior City approval. The Consultant's services are unique in nature and any assignment, sale transference without City Commission approval shall be cause for the City to terminate this Agreement. The Consultant shall have no recourse from such termination. The City may require bonding, other security, certified financial statements and tax returns from any proposed assignee and the execution of an assignment/assumption Agreement in a form satisfactory to the City Attorney as a condition precedent to considering approval of an assignment. The Consultant and the City each binds one another, their partners, successors, legal representatives, and authorized assigns to the other party of this Agreement and to the partners, successors, legal representatives, and assigns of such party in respect to all covenants of this Agreement. 10.05 TRUTH -IN -NEGOTIATION CERTIFICATE In compliance with the Consultant's Competitive Negotiation Act, for any Project to be compensated under the Lump Sum method, the Consultant shall certify that wage rates and other factual unit costs supporting the compensation are accurate, complete, and current at the time of NTP. The original Project price and any addition thereto will be adjusted to exclude any significant sums by which the City determines the project price was increased due to inaccurate, incomplete, or non -current wage rates and other factual unit costs. All such price adjustments will be made within one (1) year following the end of the Project. 10.06 APPLICABLE LAW AND VENUE OF LITIGATION This Agreement shall be interpreted and construed in accordance with and governed by the laws of the State of Florida. Any suit or action brought by any party, concerning this Agreement, or arising out of this Agreement, shall be brought in Miami -Dade County, Florida. Each party shall bear its own attorney's fees except in actions arising out of the Consultant's duties to indemnify the City under Article 8, Indemnification, herein where the Consultant shall pay the City's reasonable attorney's fees in the event the City must maintain an action to enforce the duty to indemnify the City. 10.07 NOTICES Whenever either party desires to give notice unto the other, such notice must be in writing, sent by electronic mail, and registered United States mail, return receipt requested, addressed to the party for whom it is intended at the place last specified; and the place for giving of notice shall remain such until it shall have been changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for giving of notice: For City of Miami: James Reyes City Manager Office of the City Manager, City of Miami 444 SW 2nd Avenue, 10th Floor Miami, Florida 33130-1910 Email: JaReyes@miami.gov Phone: 305-416-1025 Annie Perez, CPPO Director of Procurement/Chief Procurement Officer Department of Procurement, City of Miami 444 SW 2nd Avenue, 6th Floor Miami, Florida 33130-1910 Email: AnniePerez@miami.gov Phone: 305-416-1910 Engineering Services for Flood Mitigation 17 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 George K. Wysong III City Attorney Office of the City Attorney, City of Miami 444 SW 2nd Avenue, 9th Floor Miami, Florida 33130-1910 Email: GWysonq@miami.gov Phone: 305-416-1800 With Copies to: Juvenal Santana, PE, CFM Director Department of Resilience and Public Works, City of Miami 444 SW 2nd Avenue, 8th Floor Miami, Florida 33130-1910 Email: JSantana@miami.gov Phone: 305-416-1218 Ribbeck Engineering Inc. Carlos Ribbeck President 14335 SW120th Street, Suite 205 Miami, FL 33186 Email: hr@ribbeck.co Phone: 954-918-6769 10.08 INTERPRETATION The language of this Agreement has been agreed to by both parties to express their mutual intent and no rule of strict construction shall be applied against either party hereto. The headings contained in this Agreement are for reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. All personal pronouns used in this Agreement shall include the other gender, and the singular shall include the plural, and vice versa, unless the context otherwise requires. Terms such as "herein," "hereof," "hereunder," and "hereinafter" refer to this Agreement as a whole and not to any sentence, paragraph, or section where they appear, unless the context otherwise requires. Whenever reference is made to a Section or Article of this Agreement, such reference is to the Section or Article as a whole, including all the subsections of such Section, unless the reference is made to a subsection or subparagraph of such Section or Article. 10.09 JOINT PREPARATION Preparation of this Agreement has been a joint effort of the City and the Consultant, and the resulting document shall not, solely as a matter of judicial construction, be construed more severely against one of the parties than any other. 10.10 PRIORITY OF PROVISIONS If there is a conflict or inconsistency between any term, statement, requirement, or provision of any exhibit attached hereto, any document or events referred to herein, or any document incorporated into this Agreement by reference and a term, statement, requirement, or provision of this Agreement, the term, statement, requirement, or provision contained in this Agreement shall prevail and be given effect. 10.11 MEDIATION - WAIVER OF JURY TRIAL In an effort to engage in a cooperative effort to resolve conflict which may arise during the course of the Consultant's Services under this contract, and/or following the completion of the projects(s), the parties to this Agreement agree all disputes between them shall be submitted to non -binding mediation prior to the initiation of litigation, unless otherwise agreed in writing by the parties. A Engineering Services for Flood Mitigation 18 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 certified Mediator, who the parties find mutually acceptable, will conduct any Mediation Proceedings in Miami -Dade County, State of Florida. The parties will split the costs of a certified mediator on a 50/50 basis. The Consultant agrees to include such similar contract provisions in the agreements with all Subconsultants and/or independent contractors retained for the project(s), thereby providing for non -binding mediation as the primary mechanism for dispute resolution. Each party shall bear their own attorney's fees. In an effort to expedite the conclusion of any litigation, the parties voluntarily waive their right to jury trial or to file permissive counterclaims in any action arising under this Agreement. 10.12 TIME Time is of the essence in this Agreement. Consultant shall promptly perform its duties under this Agreement and Work Orders pursuant hereto and will give the Work as much priority as is necessary to cause the Work to be completed on a timely basis in accordance with this Agreement. All Work shall be performed strictly (not substantially) within the time limitations necessary to maintain the critical path and all deadlines established in this Agreement and/or Work Orders pursuant hereto. 10.13 COMPLIANCE WITH LAWS The Consultant shall comply with all applicable laws, codes, ordinances, rules, regulations, and resolutions including, without limitation, the Americans with Disabilities Act ("ADA"), as amended, and all applicable guidelines and standards in performing its duties, responsibilities, and obligations related to this Agreement. The Consultant represents and warrants that there shall be no unlawful discrimination as provided by law in connection with the performance of this Agreement. 10.13.1 Non -Discrimination: The City warrants and represents that it does not and will not engage in discriminatory practices and that there shall be no discrimination in connection with the Consultant's performance under this Agreement on account of race, color, gender, gender identity, religion, age, handicap, marital status, national origin, or sexual orientation. The Consultant further covenants that no otherwise qualified individual shall, solely by reason of their race, color, gender, gender identity, religion, age, handicap, marital status, national origin, or sexual orientation, be excluded from participation in, be denied services, or be subject to discrimination under any provision of this Agreement. 10.13.2 OSHA Compliance: The Consultant warrants that it will comply with all safety precautions as required by federal, state, and local laws, rules, regulations, and ordinances. The City reserves the right to refuse the Consultant's access to City property, including project jobsites, if the Consultant's employees are not properly equipped with safety gear in accordance with OSHA regulations or if a continuing pattern of non-compliance with safety regulations is exhibited by the Consultant. 10.13.3 ADA Compliance: The Consultant shall affirmatively comply with all applicable provisions of the Americans with Disabilities Act ("ADA") in the course of providing any work, labor or services funded by the City, including Titles I and II of the ADA (regarding non-discrimination on the basis of disability) and all applicable regulations, guidelines, and standards. Additionally, the Consultant shall take affirmative steps to insure non-discrimination in employment of disabled persons. 10.14 NO PARTNERSHIP The Consultant is an independent contractor. This Agreement does not create a joint venture, partnership or other business enterprise or affiliation between the parties. The Consultant has no authority to bind the City to any promise, debt, default, contract liability, or undertaking of the Consultant. Engineering Services for Flood Mitigation 19 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 10.15 DISCRETION OF DIRECTOR Any matter not expressly provided for herein dealing with the City or decisions of the City shall be within the exercise of the reasonable professional discretion of the Director or the Director's authorized designee. 10.16 RESOLUTION OF CONTRACT DISPUTES The Consultant understands and agrees that all disputes between it and the City based upon an alleged violation of the terms of this Agreement by the City shall be submitted for resolution in the following manner. The initial step shall be for the Consultant to notify the Project Manager in writing of the dispute and submit a copy to the City of Miami personnel identified in Article 10.06, Notices. Should the Consultant and the Project Manager fail to resolve the dispute the Consultant shall submit their dispute in writing, with all supporting documentation, to the Director of DRPW, as identified in Article 10.06, Notices. Upon receipt of said notification, the Director of DRPW shall review the issues relative to the dispute and issue a written finding. Should the Consultant and the Director of DRPW fail to resolve the dispute the Consultant shall submit their dispute in writing within five (5) calendar days to the Director of Procurement. Failure to submit such appeal of the written finding shall constitute acceptance of the finding by the Consultant. Upon receipt of said notification, the Director of Procurement shall review the issues relative to the dispute and issue a written finding. The Consultant must submit any further appeal in writing within five (5) calendar days to the City Manager. Failure to submit such appeal of the written finding shall constitute acceptance of the finding by the Consultant. Appeal to the City Manager for their resolution is required prior to the Consultant being entitled to seek judicial relief in connection therewith. Should the amount of compensation hereunder exceed $500,000.00, the City Manager's decision shall be approved or disapproved by the City Commission. The Consultant shall not be entitled to seek judicial relief unless: (i) it has first received City Manager's written decision, approved by City Commission if applicable; or (ii) a period of sixty (60) calendar days has expired after submitting to the City Manager a detailed statement of the dispute, accompanied by all supporting documentation, or a period of (90) calendar days has expired where the City Manager's decision is subject to City Commission approval; or (iii) The City has waived compliance with the procedure set forth in this section by written instrument(s) signed by the City Manager. 10.17 INDEPENDENT CONTRACTOR The Consultant has been procured and is engaged to provide services to the City as an independent contractor, and not as an agent or employee of the City. Accordingly, the Consultant shall not attain, nor be entitled to, any rights or benefits under the Civil Service or Pension Ordinances of the City, nor any rights generally afforded classified or unclassified employees. The Consultant further understands that Florida Workers' Compensation benefits available to employees of the City are not available to the Consultant and agrees to provide workers' compensation insurance for any employee or agent of the Consultant rendering services to the City under this Agreement. The City is not a guarantor of any debt or obligation of the Consultant and the Consultant has no ability to bind the City in this regard. 10.18 CONTINGENCY CLAUSE Funding for this Agreement is contingent on the availability of funds and continued authorization for program activities and this Agreement is subject to amendment or termination due to lack of funds, reduction of funds and/or change in regulations, upon thirty (30) calendar days' notice. 10.19 THIRD PARTY BENEFICIARY The Consultant and the City agree that it is not intended that any provision of this Agreement establishes a third -party beneficiary giving or allowing any claim or right of action whatsoever by any third party under this Agreement. Engineering Services for Flood Mitigation 20 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 10.20 ADDITIONAL TERMS AND CONDITIONS If a PSA or other Agreement was provided by the City and included in this solicitation for the project(s), no additional terms, or conditions, which materially or substantially vary, modify, or alter the terms or conditions of this Agreement, in the sole opinion and reasonable discretion of the City, will be considered. Any and all such additional terms and conditions shall have no force or effect and are inapplicable to this PSA or other Agreement. 10.21 SEVERABILITY If any term or provision of this Agreement, or combination of the same, is in violation of any applicable law or regulation, or is unenforceable or void for any reason, such term, provision, or combination of same shall be modified or reformed by the court to the minimum extent necessary to accomplish the intention of the entire Agreement to the maximum extent allowable, under any legal form, without violating applicable law or regulation. Notwithstanding, the remainder of the Agreement shall remain binding upon the parties. This Subsection shall not apply if there is a material breach of this Agreement causing cancelation or cancellation for convenience. 10.22 COUNTERPARTS; ELECTRONIC SIGNATURES This Agreement may be executed in counterparts, each of which shall be an original as against either Party whose signature appears thereon, but all of which taken together shall constitute but one and the same instrument. An executed facsimile or electronic scanned copy of this Agreement shall have the same force and effect as the original. The parties shall be entitled to sign and transmit an electronic signature on this Agreement (whether by facsimile, PDF, or other email transmission), which signature shall be binding on the party whose name is contained therein. Any party providing an electronic signature agrees to promptly execute and deliver to the other parties an original signed Agreement upon request. 10.23 PROJECTS FUNDED BY FEDERAL OR STATE FUNDS This subsection applies to all projects included in this solicitation. a. Equitable Adjustment (41 U.S.C. 1908) The Procurement Department may, in its sole discretion, make an equitable adjustment in the contract terms and/or pricing if pricing or availability of supply is affected by extreme or unforeseen volatility in the marketplace, that is, by circumstances that satisfy all the following criteria: (1) the volatility is due to circumstances beyond the Contractor's control, (2) the volatility affects the marketplace or industry, not just the particular contract source of supply, (3) the effect on pricing or availability of supply is substantial, and (4) the volatility so affects the Contractor that continued performance of the contract would results in a substantial loss. The Contractor might have to supply documentation to justify any requested percentage increase in cost to the City of Miami. b. Non -Appropriation of Funds In the event no fund or insufficient funds are appropriated and budgeted or are otherwise unavailable in any fiscal period for payments due under this contract, then the City, upon written notice to the Contractor or his assignee of such occurrence, shall have the unqualified right to terminate the contract without penalty or expense to the City. No guarantee, warranty, or representation is made that any project(s) will be awarded to any firm(s). c. Subcontractors of Work Shall be Identified As part of the contract, the Contractor is required to identify any and all Subconsultants/Subcontractors that will be used in the performance of this proposed contract, their capabilities, experience, minority designation, as defined in Ordinance 10062 and the portion of the work to be done by the Subconsultant/Subcontractor. The Contractor shall not, at any time during the tenure of the contract, subcontract any part of his operations or assign any portion or part of the contract, to Subconsultant/Subcontractor(s) not originally mentioned in their Proposal, except under and by virtue of permission granted by the City through the proper officials. Engineering Services for Flood Mitigation 21 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 Nothing contained in this specification shall be construed as establishing any contractual relationship between any Subconsultant/Subcontractor(s) and the City. The Contractor shall be fully responsible to the City for the acts and omissions of the Subconsultant/Subcontractor(s) and their employees, as for acts and omissions of persons employed by the Contractor. d. Davis -Bacon Act 1. All transactions regarding this contract shall be done in compliance with the Davis -Bacon Act (40 U.S.C. 3141-3144, and 3146-3148) and the requirements of 29 C.F.R. pt. 5 as may be applicable. The Contractor shall comply with 40 U.S.C. 3141-3144, and 3146- 3148 and the requirements of 29 C.F.R. pt. 5 as applicable. 2. Contractors are required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. 3. Additionally, contractors are required to pay wages not less than once a week. 4. Weekly certified payrolls must be submitted weekly for the Prime and all subcontractors working on the job. 5. Federally assisted construction contracts must adhere to Davis -Bacon Act wages and benefits rate schedules. The Contractor shall use the Federal Wages reflected in the applicable Wage Determination, "Heavy" category, in developing its bid for this contract; Wage Determinations can be found at the link SAM.gov I Search. The Contractor shall be required to provide certified payroll records documenting the work performed on this project. e. Compliance with the Copeland "Anti -Kickback" Act 1. The Contractor shall comply with 18 U.S.C. 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. 2. The Contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as the FEMA may be appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses. 3. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a Contractor and subcontractor as provided in 29 C.F.R. § 5.12. f. Compliance with the Contract Work Hours and Safety Standards Act 1. Overtime Requirements: No Contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty (40) hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one half time the basic rate of pay for all hours worked in excess of forty (40) hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages: In the event of any violation of the clause set forth in paragraph (b) (1) of this section, the Contractor, and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in case of the work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b) (1) of this section, in the sum of $27 for each calendar day on which such individual was required or permitted to work in excess of the standard Engineering Services for Flood Mitigation 22 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 workweek of forty (40) hours without payment of the overtime wages required by the clause set forth in paragraph (b) (1) of this section. 3. Withholding for unpaid wages and liquidated damages: The City of Miami shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor under any such contract or any other Federal contract with the same prime Contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime Contractor, such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b) (2) of this section. 4. Subcontracts: The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b) (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraph (b) (1) through (4) of this section. g. Parts at Pass Through Cost (for Repairs Outside the Scope of Work) All cost for parts required for rcpair jobs and not othcrwisc includcd in the scopc of work shall bc for payment. The Contractor shall be responsible for sourcing all parts necessary to complete the work requirements of each job specification. Replaccmcnt parts furnishcd must bc of the samc cquipmcnt/matcrials shall not be specified or installed in the facilities. h. Notification to Perform Work The Contractor shall notify the Project Manager when an employee is on the property and for what purpose. The Contractor shall be required to comply with the background screening specifications as listed in the Je-sica Lunsford Act, Florida Statue § 1012 32. The law requires that before contract personnel are permitted acce-s on grounds when children arc prcccnt, or if thcy will havc dircct contact with children, or have access to or control of school funds, they must have completed Level Two (2) screening requirements. Prior to commencement employees completing the work on park grounds j. Equal Employment Opportunity During the performance of any resulting contract from an RFQ, the Contractor agrees as follows: 1. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and the employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. Engineering Services for Flood Mitigation 23 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. 3. The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Contractor's legal duty to furnish information. 4. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representative of the Contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 5. The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 6. The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 7. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions as may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 8. The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or order of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interests of the United States. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, That if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor Engineering Services for Flood Mitigation 24 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. k. Clean Air Act 1. The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq. 2. The Contractor agrees to report each violation to the City of Miami and understands and agrees that the City of Miami will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. 3. The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. I. Federal Water Pollution Control Act 1. The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C.1251 et seq. 2. The Contractor agrees to report each violation to the City of Miami and understands and agrees that the City of Miami will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. 3. The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. m No Obligation by the Federal Government The Federal Government is not a party to this contract and is not subject to any obligations or liabilities to the non -Federal entity, the Contractor, or any other party pertaining to any matter resulting from the contract. n. Program Fraud and False or Fraudulent Statements or Related Acts The Contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims and Statements) applies to the Contractor's actions pertaining to this contract. o. Byrd Anti -Lobbying Amendment, 31 U.S.C. § 1352 (As Amended) Contractors who apply or bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee Engineering Services for Flood Mitigation 25 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 of any agency, a Member of Congress, officer, or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier, up to the recipient who in turn will forward the certification(s) to the awarding agency. Please refer to the "Certification Regarding Lobbying" attachment. It is MANDATORY for the Contractor to return this form signed along with their Bid. P. q• Procurement of Recovered Materials (a) A recipient or subrecipient that is a State agency or agency of a political subdivision of a State and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act of 1976 as amended, 42 U.S.C. 6962. The requirements of Section 6002 include procuring only items designated in the guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. (b) The recipient or subrecipient should, to the greatest extent practicable and consistent with law, purchase, acquire, or use products and services that can be reused, refurbished, or recycled; contain recycled content, are biobased, or are energy and water efficient; and are sustainable. This may include purchasing compostable items and other products and services that reduce the use of single -use plastic products. See Executive Order 14057, section 101, Policy. Non-use of DHS, Seal, Logo, and Flags The Contractor shall not use the DHS seal(s), logos, crests, or reproductions of flags or likenesses of DHS agency officials without specific FEMA pre -approval. r. Compliance with Federal Law, Regulations, and Executive Orders This is an acknowledgement that CDBG-MIT financial assistance will be used to fund all or a portion of the contract. The Contractor will comply with all applicable federal law, regulations, executive orders, CDBG-MIT Federal Register Notice (84 FR 45838, 8/30/19), policies, procedures, directives, and be CDBG-eligible activities under title I of the Housing and Community Development Act of 1974 (HCDA). s. Access to Records 1. The Contractor agrees to provide the State of Florida, City of Miami, the Federal agency providing funding, the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers, and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts, and transcriptions. 2. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. 3. The Contractor agrees to provide the Federal agency providing funding or its authorized representatives access to construction or other work sites pertaining to the work being completed under the contract. 4. In compliance with the Disaster Recovery Act of 2018, the City of Miami and the Contractor acknowledge and agree that no language in this contract is intended to prohibit audits or internal reviews by the Federal agency providing funding or the Comptroller General of the United States. Engineering Services for Flood Mitigation 26 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 t. Debarment and Suspension 1. This contract is a covered transaction for the purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000. As such the Contractor is required to verify that none of the Contractor, its principals (defined at 2 C.F.R. §180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). 2. The Contractor must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower - tier -covered transaction it enters into. 3. This certification is a material representation of fact relied upon by the State of Florida, and City of Miami. If it is later determined that the Contractor did not comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the State of Florida, and the City of Miami, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. 4. The bidder or proposer agrees to comply with the requirements of 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower -tier -covered transactions. 5. Additional requirements found at 24 § 570.609 pertaining to the use of debarred, suspended or ineligible contractors or Subrecipients, in accordance with the requirements set forth in 24 CFR Part 5, apply to this program. u. United States Housing and Urban Development; CDBG-MIT 1. This contract is funded by US HUD dollars and Community Development Block Grant (CDBG) dollars, and/or CDBG Mitigation (CDBG-MIT) dollars, and therefore, is subject to federal procurement regulations 2 CFR 200.318 to 200.327. 2. Unless a fixed -price contract is used, profit must be negotiated as a separate element of the price for each contract in which there is no price competition and, in all cases, where a cost analysis is performed. To establish a fair and reasonable profit, consideration must be given to the complexity of the work to be performed, the risk borne by the Contractor, the Contractor's investment, the amount of subcontracting, the quality of its record of past performance, and industry profit rates in the surrounding geographical area for similar work. v. Section 3 of the Housing and Urban Development Act of 1968 1. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. § 1701u (Section 3). The purpose of Section 3 is to ensure that the employment and other economic opportunities generated by the United States Department of Housing and Urban Development's ("HUD") assistance of HUD -assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. 2. The parties to this contract agree to comply with HUD's regulations codified in 24 C.F.R. part 75, which implements Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the regulations contained in 24 C.F.R. part 75. 3. The Contractor agrees to send to each labor organization or representative of workers with which the Contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or worker's representative of the Contractor's commitments under this section 3 clause and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 Engineering Services for Flood Mitigation 27 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. 4. The Contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 C.F.R. part 75, and further agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 C.F.R. part 75. The Contractor will not subcontract with any subcontractor where the Contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 C.F.R. part 75. 5. The Contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the Contractor is selected but before the contract is executed; and (2) with persons other than those to whom the regulations of 24 C.F.R. Part 75 require employment opportunities to be directed, were not filled to circumvent the Contractor's obligations under 24 C.F.R. Part 75. 6. Non-compliance with HUD's regulations as set forth in 24 C.F.R. Part 75 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. 7. With respect to work performed in connection with section 3 covered Indian housing assistance, section 7(b) of the Indian Self -Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). 8. Employment and Training. To the greatest extent feasible, and consistent with existing Federal, state, and local laws and regulations, recipients covered by 24 C.F.R. Part 75, subpart C shall ensure that employment and training opportunities arising in connection with Section 3 projects are provided to Section 3 workers within the Miami Dade County. Where feasible, priority for opportunities and training described in this subsection (i)should be given to: (a) Section 3 workers residing within the service area or the neighborhood of the project; and (b) Participants in YouthBuild programs. 9. Contracting. To the greatest extent feasible, and consistent with existing Federal, state, and local laws and regulations, recipients covered by 24 C.F.R. Part 75, subpart C shall ensure contracts for work awarded in connection with Section 3 projects are provided to business concerns that provide economic opportunities to Section 3 workers residing within Miami Dade County. Where feasible, priority for contracting opportunities described in this subsection (ii) should be given to: (a) Section 3 business concerns that provide economic opportunities to Section 3 workers residing within the service area or the neighborhood of the project; and (b) YouthBuild programs. w. Rights to Inventions Made Under a Contract or Agreement If the FEMA award meets the definition of "funding agreement" under 37 CFR § 401.2 (a) and the non -Federal entity wishes to enter into a contract with a small business firm or nonprofit Engineering Services for Flood Mitigation 28 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the non -Federal entity must comply with the requirements of 37 CFR Part 401, (Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements) and any implementing regulations issued by FEMA. x. Procurements by Non -Federal Entities When procuring property and services under a Federal award, a State must follow the same policies and procedures it uses for procurements from its non -Federal funds. The State will comply with 2 C.F.R. §§ 200.321, 200.322, and 200.323 and ensure that every purchase order or other contract includes any clauses required by 2 C.F.R. § 200.327. All other non -Federal entities, including subrecipients of a State, must follow the procurement standards in 2 C.F.R. 200.318 through 200.327. Y. Contracting with Small and Minority Businesses, Women's Business Enterprises, and Labor Surplus Area Firms (a) When possible, the recipient or subrecipient should ensure that small businesses, minority businesses, women's business enterprises, veteran -owned businesses, and labor surplus area firms (See U.S. Department of Labor's list) are considered as set forth below. (b) Such consideration means: (1) These business types are included on solicitation lists; (2) These business types are solicited whenever they are deemed eligible as potential sources; (3) Dividing procurement transactions into separate procurements to permit maximum participation by these business types; (4) Establishing delivery schedules (for example, the percentage of an order to be delivered by a given date of each month) that encourage participation by these business types; Utilizing organizations such as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce; and (6) Requiring a contractor under a Federal award to apply this section to subcontracts. (5) z. Prohibition On Certain Telecommunications and Video Surveillance Services or Equipment (a) Recipients and subrecipients are prohibited from obligating or expending loan or grant funds to: (1) Procure or obtain covered telecommunications equipment or services; (2) Extend or renew a contract to procure or obtain covered telecommunications equipment or services; or Enter into a contract (or extend or renew a contract) to procure or obtain covered telecommunications equipment or services. (b) As described in section 889 of Public Law 115-232, "covered telecommunications equipment or services" means any of the following: (1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities); (2) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera (3) Engineering Services for Flood Mitigation 29 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 (3) PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities); Telecommunications or video surveillance services provided by such entities or using such equipment; (4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country; (c) For the purposes of this section, "covered telecommunications equipment or services" also include systems that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. (d) In implementing the prohibition under section 889 of Public Law 115-232, heads of executive agencies administering loan, grant, or subsidy programs must prioritize available funding and technical support to assist affected businesses, institutions, and organizations as is reasonably necessary for those affected entities to transition from covered telecommunications equipment or services, to procure replacement equipment or services, and to ensure that communications service to users and customers is sustained. (e) When the recipient or subrecipient accepts a loan or grant, it is certifying that it will comply with the prohibition on covered telecommunications equipment and services in this section. The recipient or subrecipient is not required to certify that funds will not be expended on covered telecommunications equipment or services beyond the certification provided upon accepting the loan or grant and those provided upon submitting payment requests and financial reports. (f) For additional information, see section 889 of Public Law 115-232 and § 200.471. aa. Domestic Preference for Procurements a) The recipient or subrecipient should, to the greatest extent practicable and consistent with law, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards, contracts, and purchase orders under Federal awards. (b) For purposes of this section: (1) "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. (2) "Manufactured products" means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer - based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. bb.Affirmative Socioeconomic Steps If subcontracts are to be let, the prime contractor is required to take all necessary steps identified in 2 C.F.R. § 200.321(b)(1)-(5) to ensure that small and minority businesses, women's business enterprises, and labor surplus area firms are used when possible. cc. License and Delivery of Works Subject to Copyright and Data Rights The Contractor grants to the City of Miami, a paid -up, royalty -free, nonexclusive, irrevocable, worldwide license in data first produced in the performance of this contract to reproduce, publish, or otherwise use, including prepare derivative works, distribute copies to the public, Engineering Services for Flood Mitigation 30 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 and perform publicly and display publicly such data. For data required by the contract but not first produced in the performance of this contract, the Contractor will identify such data and grant to the City of Miami or acquires on its behalf a license of the same scope as for data first produced in the performance of this contract. Data, as used herein, shall include any work subject to copyright under 17 U.S.C. § 102, for example, any written reports or literary works, software and/or source code, music, choreography, pictures or images, graphics, sculptures, videos, motion pictures or other audiovisual works, sound and/or video recordings, and architectural works. Upon or before the completion of this contract, the Contractor will deliver to the City of Miami data first produced in the performance of this contract and data required by the contract but not first produced in the performance of this contract in formats acceptable by the City of Miami. dd.Termination for Convenience In addition to cancellation or termination as otherwise provided for in the Contract, the City may at any time, in its sole discretion, with or without cause, terminate the Contract by written notice to the Contractor. Such Written Notice shall state the date upon which the Contractor shall cease all Work under the Contract and vacate the Project site(s). The Contractor shall, upon receipt of such notice, unless otherwise directed by the City: ■ Stop all Work on the Project on the date specified in the notice (the "Effective Date"). ■ Take such action as may be necessary for the protection and preservation of the City's materials and property. ■ Cancel all cancelable orders for materials and equipment. ■ Assign to the City and deliver to the site, or any other location specified by the Project Manager, any non -cancelable orders for materials and equipment that can not otherwise be used except for Work under the Contract and have been specifically fabricated for the sole purpose of the Work and not incorporated in the Work. ■ Take no action that shall increase the amounts payable by the City under the Contract Documents; and ■ Take reasonable measures to mitigate the City's liability under the Contract Documents. ■ All charts, sketches, studies, drawings, reports, and other documents, including electronic documents, related to Work authorized under the Contract, whether finished or not, must be turned over to the City. Failure to deliver the documentation timely shall be cause to withhold any payments due without recourse by the Contractor until all documentation is delivered to the City. In the event that the City exercises its right to terminate the Contract pursuant to the Contract Documents, the City will pay the Contractor: ■ For the actual cost or the fair and reasonable value, whichever is less, of (1) the portion of the Project completed in accordance with the Contract through the completion date, and (2) non -cancelable material(s) and equipment that is not of any use to the City except in the performance of the Contract and has been specifically fabricated for the sole purpose of the Contract but not incorporated in the Work. To the extent practical, the fair and reasonable value shall be based on the price established because of the Contract. In no event, shall any payments under this Paragraph exceed the maximum cost set forth in the Contract. ■ The amount due hereunder may be offset by all payments made to the Contractor. ■ All payments pursuant to this Article shall be accepted by the Contractor in full satisfaction of all claims against the City arising out of the termination. Further, the City may deduct or set off against any sums due and payable under this Article any claims it may have against the Contractor. Engineering Services for Flood Mitigation 31 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 ■ The Contractor shall not be entitled to lost profits, overhead or consequential damages as a result of a Termination for Convenience. ■ All payments made under the Contract are subject to audit. Upon the City's payment in full of the amounts due to the Contractor under this Article the Contractor grants the City full use of the Work and any Work Product to complete the Project and subsequently occupy the Project. END OF SECTION REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Engineering Services for Flood Mitigation 32 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. WITNESS/ATTEST: Hans Ribbeck, PE - Project Manager Print Name, Title ATTEST: Carlos Ribbeck, Consultant Secre ary (Affirm Consultant Sell, if available) ATTEST: Signed by: oc'c '. anrion, City Cler APPROVED AS TO INSURANCE REQUIREMENTS: ,-DocuSigned by: Davi uiz, nterim Director Risk Management Department Ribbeck Engineering Inc., a Florida Profit Corporation Carlos Ribbeck, PE - President Print Name, Title o w i tiil11111I irpor�aat • be:aly/A'''. SEAL 11I1110 CITY OF MIAMI, a municipal corporation of the State of Florida Signed by: e2 e&h4-�-8.. Jameseyes, City Manager APPROVED AS TO LEGAL FORM AND CORRECTNESS: Signed by: ,elt.‘•U0bisal4ill 8888 GeorgeE9F ysong III, City Attorney 26-1654 DS 1'"yF Engineering Services for Flood Mitigation Improvements 33 RFQ No. 24-25-003 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT • EXHIBIT 1 CERTIFICATE OF AUTHORITY (IF CORPORATION OR LLC) I HEREBY CERTIFY that at a meeting of the Board of Directors of Ribbed( Engineering, inc_ a corporation organized and existing under the laws of the State of Florida held on the 15 day of June 2026 a resolution was duly passed and adopted authorizing (NameParlas r ibber lc as (Title) President Of the corporation to execute agreements on behalf of the corporation and providing that their execution thereof, attested by the secretary of the corporatioi, shall be the official act and deed of the corporation. I further certify that saki resolution remains in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this 95 day of June Secretary; Print: Carlos Ri eck CERTIFICATE OF AUTHORITY (IF PARTNERSHIP) , 20 26 I HEREBY CERTIFY that at a meeting of the Board of Directors of a partnership Organized and existing under the laws of the State of held on the `day of , a resolution was duly passed and adopted authorizing (Name) as (Title) of the partnership to execute agreements on behalf of tie partnership and provides that their execution thereof, attested by a partner, shall be the official act and deed of the partnership, I further certify that said partnership agreement remains in full force and effect. Partner Print: IN WITNESS WHEREOF, I have hereunto set my hand this , day of , Names and addresses ofpartners: Name Street Address City State Zip Engineering Services for Flood Mitigation improvements 34 RFQ Na. 24.25-003 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT - EXHIBIT 1 CERTIFICATE OF AUTHORITY (IF JOINT VENTURE) Joint ventures must submit a joint venture agreement indicating that the person signing this Agreement is authorized to sign documents on behalf of the joint venture. If there is no joint venture agreement, each member of the joint venture must sign this Agreement and submit the appropriate Certificate of Authority (corporate, partnership, or individual). CERTIFICATE OF AUTHORITY (IF INDIVIDUAL) I HEREBY CERTIFY that, I (Name) , individually and doing business as (d/b/a) (If Applicable) have executed and am bound by the terms of the Agreement to which this attestation is attached. IN WITNESS WHEREOF, I have hereunto set my hand this day of , 20_ Signed: Print: STATE OF NOTARIZATION SS: COUNTY OF a1I -QPIrAfi The foregoing instrument was acknowledged before me this ) day of AUf; , 20 , by e ASA( /"7 , who is(ersonally known to meir who has produced as identification and who (did / did not) take an oath. SIGNATUR:1 OF NOTAR. PUBLIC STATE OF rLORIDA PRINTED, STAMPED OR TYPED NAME OF NOTARY PUBLIC c- Y"PuIZ ��`. Notary Public- StateS L ofFlorida Commission k HH 463987 / My Comm. Expires Dec 29, 2027 Bonded through National Notary Assn. Engineering Services for Flood Mitigation 35 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 ATTACHMENT A - SCOPE OF WORK ARTICLE Al GENERAL The City has procured a qualified and experienced engineering firm to provide design services for East Little Havana Flood Improvements ("Project") from W 11th Avenue to W 17th Avenue/NW 1st Street to SW 6th Street, Miami, FL, under the oversight of the Department of Resilience and Public Works ("RPW'), and in accordance with all applicable laws, building and environmental regulations, including code requirements for the State of Florida, Miami -Dade County, and the City, as well as the Scope of Services contained in this RFQ. The Consultant and its Subconsultants must be able to perform every element and task included in, but not limited to, those outlined in Section A1.01, "Scope of Services." The Consultant has been selected in accordance with Section 287.055 of the Florida Statutes, CCNA, as amended. A1.01 SCOPE OF SERVICES The Consultant shall develop a stormwater design to reduce flood risk and minimize the impacts of rising sea levels in this sub -basin, as identified in the 2021 City of Miami Stormwater Master Plan, for the following project: Project No. 1: W 11th Avenue to W 17th Avenue/NW 1st Street to SW 6th Street (Pump Station), East Little Havana Flood Improvements — Project No. 40-6233804, District 3. The Consultant will provide design engineering services for road reconstruction including, but not limited to, drainage improvements, stormwater modeling, sidewalks, ADA compliant ramps, curb and/or gutter structures, pavement markings and striping, roadway signage, utility coordination, survey, geotechnical services, design development, construction permitting, bidding and construction administration. The proposed drainage will include stormwater pipe conveyance to a new pump station, and connection from the stormwater pump station to a series of underground injection wells through a force main. The City may also require the Successful Proposer(s) to perform surveying, geotechnical services, landscaping architecture, roadway lighting, traffic signalization, public involvement, and related services necessary for the design and preparation of construction documents for the Project. This comprehensive approach ensures thorough oversight and coordination throughout the project lifecycle, promoting compliance with all regulatory and contractual obligations. The Consultant will play a critical role in maintaining project quality, resolving issues, and ensuring effective communication among all stakeholders, ultimately contributing to the successful completion of the construction projects in accordance with the City of Miami's standards and requirements. Further details concerning the Scope of Services are contained in the solicitation for Engineering Services for Flood Mitigation Improvements, included as part of this Agreement. A more detailed version of scope of work is included in Exhibit A, "Consultant Work Order Proposal." A1.02 WORK ORDERS When RPW has determined that the Project is to proceed, the Director or authorized designee will request in writing a Work Order Proposal from the Consultant based on the proposed Scope of Services provided to the Consultant in writing by the Director or designee. The Consultant and Director or designee, and others, if appropriate, may have preliminary meetings, if warranted, to further define the Scope of Services and to resolve any questions. The Consultant shall then prepare a Work Order Proposal following the format provided by the City, indicating the proposed Scope of Services, time of performance, staffing, proposed fees, Subconsultants, and deliverable items and/or documents. The Director or designee may accept the Work Order Proposal as submitted, reject the Work Order Proposal, or negotiate revisions to the Work Order Proposal. Upon acceptance of a Work Engineering Services for Flood Mitigation 36 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 Order Proposal, department staff will prepare a Work Order that will be reviewed by the Director or designee. Upon approval, department staff will issue a written Notice to Proceed (NTP) subsequent to approval of the Work Order by the Director or designee. A1.03 PAYMENTS The City will pay the Consultant in accordance with the provisions and limitations of Attachment B, Compensation and Payments. No payment will be made for the Consultant's time or services in connection with the preparation of any Work Order Proposal or for any Work done in the absence of an executed Work Order, NTP and/or Purchase Order. ARTICLE A2 OVERVIEW OF PROJECT SERVICES Consultant agrees to provide comprehensive engineering services as set forth in the Agreement, enumerated hereinafter, in accordance with the Florida Building Code, latest edition, City of Miami Public Works Specifications and Design Standards, Miami -Dade County Standards, Division II and III of the FDOT Standard Specifications for Road and Bridge Construction, dated 2018 (including all current supplemental specifications), all federal, state, county and City laws, codes, and ordinances, and all other requirements set forth in this Agreement. Consultant shall maintain an adequate staff of qualified personnel on the Project(s) at all times to ensure its performance as specified in this Agreement. Consultant shall submit one (1) electronic set of all documents, and seven (7) copies of documents required under Article A2, without additional charge, for review and approval by the City. Consultant shall not proceed with the next task of the Work until the documents have been approved, in writing, by City, and an Authorization to Proceed with the next task has been issued by City. Consultant is solely responsible for the technical accuracy and quality of their Work. Consultant shall perform all Work in compliance with Florida Administrative Code Chapter 61G15 and Chapter 471 of the Florida Statutes. Consultant shall perform due diligence, in accordance with best industry practices, in gathering information and inspecting a Project site prior to the commencement of the Work. Consultant shall be responsible for the professional quality, technical accuracy, and coordination of all activities included in the Services furnished by the Consultant under this Agreement. Consultant shall, without additional compensation, correct or revise any errors, omissions, and/or deficiencies in its activities, reports, interpretations, and specifications, included in the Services that fall below the Standard of Care. Consultant shall also be liable for claims for delay costs, and any additional costs in construction, including but not limited to additional work, demolition of existing work, rework, etc., to the extent caused by any errors, omissions, and/or deficiencies in its activities, reports, interpretations, and specifications included in the Services that fail to meet the Standard of Care for professional services. A2.01 FEASABILITY STUDY Please refer to Exhibit A, "Consultant Work Order Proposal." A2.02 SCHEMATIC DESIGN Please refer to Exhibit A, "Consultant Work Order Proposal." A2.03 DESIGN DEVELOPMENT Please refer to Exhibit A, "Consultant Work Order Proposal." A2.04 CONSTRUCTION DOCUMENTS Please refer to Exhibit A, "Consultant Work Order Proposal." A2.05 BIDDING AND AWARD OF CONTRACT Please refer to Exhibit A, "Consultant Work Order Proposal." Engineering Services for Flood Mitigation 37 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 A2.06 ADMINISTRATION OF THE CONSTRUCTION CONTRACT Please refer to Exhibit A, "Consultant Work Order Proposal." A2.07 TIME FRAMES FOR COMPLETION The following time frames are sequential from the date of the NTP. A concurrent project timeline is attached as Schedule A5. Feasibility Study 180 days Schematic Design 60 days Design Development 90 days 50% Construction Documents 60 days 100% Construction Documents 60 days Dry -Run Permitting 60 days Bidding and Award of Construction Contract 60 days Construction Contract Administration 365 days ARTICLE A3 ADDITIONAL SERVICES A3.01 GENERAL Services categorized below as "Additional Services" may be specified and authorized by City and are normally considered to be beyond the scope of the Basic Services. Additional Services shall either be identified in a Work Order or shall be authorized by prior written approval of the Director or City Manager and will be compensated for as provided in Attachment B, Article B3.05, Fees for Additional Services. A3.02 EXAMPLES Except as may be specified in Schedule A herein, Additional Services may include, but are not limited to the following: A3.02-1 Appraisals: Investigation and creation of detailed appraisals and valuations of existing facilities, and surveys or inventories in connection with construction performed by City. A3.02-2 Specialty Design: Any additional special professional services not included in the Scope of Work. A3.02-3 Pre -Design Surveys & Testing: Environmental investigations, site evaluations, or comparative studies of prospective sites. Surveys of the existing structure required to complete as -built documentation are not additional services. A3.02-4 Extended Testing & Training: Extended assistance beyond that provided under Basic Services for the initial start-up, testing, adjusting and balancing of any equipment or system; extended training of City's personnel in operation and maintenance of equipment and systems, and consultation during such training; and preparation of operating and maintenance manuals, other than those provided by the Contractor, sub- contractor, or equipment manufacturer. A3.02-5 Major Revisions: Making major revisions to drawings and specifications resulting in or from a change in Scope of Work, when such revisions are inconsistent with written approvals or instructions previously given by City and are due to causes beyond the control of Consultant (Major revisions are defined as those changing the Scope of Work and arrangement of spaces and/or scheme and/or any significant portion thereof). A3.02-6 Expert Witness: Preparing to serve or serving as an expert witness in connection with any mediation, arbitration, or legal proceeding, providing, however, that Engineering Services for Flood Mitigation 38 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 Consultant cannot testify against City in any proceeding during the course of this Agreement. A3.02-7 Miscellaneous: Any other services not otherwise included in this Agreement or not customarily furnished in accordance with generally accepted architectural/engineering practice related to construction. A3.03 ADDITIONAL DESIGN The City may, at its option, elect to proceed with additional services relating to the Project. ARTICLE A4 REIMBURSABLE EXPENSES A4.01 GENERAL Reimbursable Expenses cover those services and items authorized by the City in addition to the Basic and Additional Services and consist of actual, direct expenditures made by the Consultant and the Subconsultant for the purposes listed below. A4.01-1 Communications Expenses: Identifiable communication expenses approved by the Project Manager, long distance telephone, courier, and express mail between the Consultant's various permanent offices and Subconsultants. The Consultant's field office at the Project site is not considered a permanent office. Cell phones will not be considered as reimbursable expenses under this agreement. A4.01-2 Reproduction, Photography: Cost of printing, reproduction, or photography, beyond that which is required by or of the Consultant's part of the work, set forth in this Agreement. A4.01-3 Geotechnical Investigation: Identifiable Soil Borings and Reports and testing costs approved by the Project Manager. A4.01-4 Permit Fees: All Permit fees paid to regulatory agencies for approvals directly attributable to the Project. These permit fees do not include those permits required to be paid for by the Consultant. A4.01-5 Surveys: Site surveys and special purpose surveys when pre -authorized by the Project Manager. A4.01-6 Other: Items not indicated in Article A4, Reimbursable Expenses, when authorized by the Project Manager. A4.02 SUBCONSULTANT REIMBURSEMENTS Reimbursable Subconsultant expenses are limited to the items described above when the Subconsultant's agreement provides for reimbursable expenses and when such agreement has been previously approved, in writing, by the Director and subject to all budgetary limitations of the City and requirements of this Agreement. ARTICLE A5 CITY'S RESPONSIBILITIES A5.01 PROJECT AND SITE INFORMATION City, at its expense and as far as performance under this Agreement may require, may furnish Consultant with the information described below, or, if not readily available, may authorize Consultant to provide such information as an Additional Service, eligible as a Reimbursable Expense. A5.01-1 Surveys: Complete and accurate surveys of building sites, giving boundary dimensions, locations of existing structures, the grades and lines of street, pavement, and adjoining properties; the rights, restrictions, easements, boundaries, and topographic data of a building site, and existing utilities information regarding sewer, water, gas, telephone and/or electrical services. Engineering Services for Flood Mitigation 39 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 A5.01-2 Soil Borings, Geotechnical Testing: Soil borings or test pits; chemical, mechanical, structural, or other tests when deemed necessary; and, if required, an appropriate professional interpretation thereof and recommendations. Consultant shall recommend necessary tests to City. A5.01-3 General Project Information: Information regarding Project Budget, City and State procedures, guidelines, forms, formats, and assistance required establishing a program. A5.01-4 Existing Drawings: Drawings representing as -built conditions at the time of original construction, subject to as -built availability. However, such drawings, if provided, are not warranted to represent conditions as of the date of receipt. Consultant must still perform field investigations as necessary to obtain sufficient information to perform its services. Investigative services in excess of "Normal Requirements," as defined, must be authorized in advance. A5.01-5 Reliability: The services, information, surveys, and reports shall be furnished at City's expense, and Consultant shall be entitled to rely upon the accuracy and completeness thereof, provided Consultant has reviewed all such information to determine if additional information and/or testing is required to properly design the Project. A5.02 CONSTRUCTION MANAGEMENT A5.02-1 During construction, Consultant and the Project Manager shall assume the responsibilities described in the general conditions and supplementary conditions of the construction contract relating to review and approval of the construction work by the Contractor. A5.02-2 If City observes or otherwise becomes aware of any fault or defective Work in the Project, or other nonconformance with the contract during construction, City shall give prompt notice thereof to Consultant. END OF SECTION REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Engineering Services for Flood Mitigation 40 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 ATTACHMENT A SCHEDULE Al - SUBCONSULTANTS FIRM NAME CONSULTING FIELD Gannett Fleming, Inc. (GFT Infrastructure, Inc.) Construction Engineering and Inspection, Signal and Lighting HR Engineering Services, Inc. Geotechnical Engineering Chrome Engineering, Inc. Structures Longitude Surveyors, LLC Survey and Subsurface Utility Engineering Smith Engineering Consultants, Inc. Mechanical, Electrical and Plumbing WGI, Inc. Landscape Architecture, Environmental and Permitting HML Public Outreach LLC Public Information SCHEDULE A2 - KEY STAFF JOB CLASSIFICATION NAME Project Manager Carlos Ribbeck, PE Roadway Engineer Hans Ribbeck, PE Stormwater Engineer Francis Mitchell, PE Mechanical, Electrical, and Plumbing Engineer ("MEP") Larry Smith, PE Construction Engineering and Inspection ("CEI") Services Martin Benzaquen, PE, ENV SP Landscape Architect Cheryl Callender, PLA, ISA REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Engineering Services for Flood Mitigation 41 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 ATTACHMENT B - COMPENSATION AND PAYMENTS ARTICLE B1 METHOD OF COMPENSATION The fees for Professional Services for each Work Order shall be determined by one of the following methods or a combination thereof, at the option of the Director or designee, with the consent of the Consultant. a) A Lump Sum as defined in Article B3.01, Lump Sum. b) An Hourly Rate as defined in Article B3.02, Hourly Rate Fees, and at the rates set forth pursuant to the same. B1.01 COMPENSATION LIMITS The aggregate sum of all payments for fees and costs, including reimbursable expenses, to the Consultant payable by the City under this Agreement shall be limited to the amount specified in Article 2.05-1 Compensation Limits, as the maximum compensation limit for cumulative expenditures under this Agreement. Under no circumstances will the City have any liability for work performed, or as otherwise may be alleged or claimed by the Consultant, beyond the cumulative amount provided herein, except where specifically approved in accordance with the City Code by the City Manager or City Commission as applicable as an increase to the Agreement and put into effect via an Amendment to this Agreement. B1.02 CONSULTANT NOT TO EXCEED Absent an amendment to the Agreement or to any specific Work Order, any maximum dollar or percentage amounts stated for compensation shall not be exceeded. In the event they are so exceeded, the City shall have no liability or responsibility for paying any amount of such excess, which will be at the Consultant's own cost and expense. ARTICLE B2 WAGE RATES B2.01 FEE BASIS All fees and compensation payable under this Agreement shall be formulated and based upon the averages of the certified Wage Rates that have been received and approved by the Director. The averages of said certified Wage Rates are summarized in Schedule B1 - Wage Rates Summary incorporated herein by reference. Said Wage Rates are the effective direct hourly rates, as approved by the City, of the Consultant and Subconsultant employees in the specified professions and job categories that are to be utilized to provide the services under this Agreement, regardless of manner of compensation. B2.02 EMPLOYEES AND JOB CLASSIFICATIONS Schedule B1 - Wages Rates Summary identifies the professions, job categories and/or employees expected to be used during the term of this Agreement. These include architects, engineers, landscape architects, professional interns, designers, CADD technicians, project managers, GIS and environmental specialists, specification writers, clerical/administrative support, and others engaged in the Work. In determining compensation for a given Scope of Work, the City reserves the right to recommend the use of the Consultant employees at particular Wage Rate levels. B2.03 MULTIPLIER For Work assigned under this Agreement, a maximum multiplier of 2.9 for home office and 2.4 for field office shall apply to Consultant's hourly Wage Rates in calculating compensation payable by the City. Said multiplier is intended to cover the Consultant employee benefits and the Consultant's profit and overhead, including, without limitation, office rent, local telephone and utility charges, office and drafting supplies, depreciation of equipment, professional dues, subscriptions, stenographic, administrative, and clerical support, other employee time or travel and subsistence not directly related to a project. Engineering Services for Flood Mitigation 42 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 B2.04 CALCULATION Said Wage Rates are to be utilized by the Consultant in calculating compensation payable for specific assignments and Work Orders as requested by the City. The Consultant shall identify job classifications, available staff, and projected man-hours required for the proper completion of tasks and/or groups of tasks, milestones, and deliverables identified under the Scope of Work as exemplified in Schedule B1 - Wage Rates Summary. B2.05 EMPLOYEE BENEFITS AND OVERHEAD Regardless of the method of compensation elected herein, compensation paid by the City shall, via the Multiplier, cover all the Consultant costs including, without limitation, employee fringe benefits (e.g., sick leave, vacation, holiday, unemployment taxes, retirement, medical, insurance, and unemployment benefits), and an overhead factor. Failure to comply with this section shall be cause for termination of this Agreement. B2.06 ESCALATION After the first year of the contract term, the escalation of said Wage Rates may be considered upon request by the Consultant. The Consultant may have to supply documentation to justify any requested percentage increase in cost to the City. The City reserves the right to approve or reject said requests for escalation. ARTICLE B3 COMPUTATION OF FEES AND COMPENSATION The City agrees to pay the Consultant, and the Consultant agrees to accept for services rendered pursuant to this Agreement, fees computed by one or a combination of the methods outlined above, as applicable, in the following manner: B3.01 LUMP SUM Compensation for a Scope of Work can be a Lump Sum and must be mutually agreed upon in writing by the City and the Consultant and stated in a Work Order. Lump Sum compensation is the preferred method of compensation. B3.01-1 Lump Sum: Shall be the total amount of compensation where all aspects of Work are clearly defined, quantified and calculated. B3.01-2 Modifications to Lump Sum: If the City authorizes a substantial or material change in the Scope of Services, the Lump Sum compensation for that portion of the Services may be equitably and proportionately adjusted by mutual consent of the Director or designee and Consultant, subject to such additional approvals as may be required by legislation or ordinance. B3.01-3 Lump Sum Compensation: Compensation shall be calculated by Consultant, utilizing the Wage Rates established herein including multiplier, and reimbursable expenses. Prior to issuing a Work Order, the City may require Consultant, to verify or justify its requested Lump Sum compensation. Such verification shall present sufficient information as depicted in Attachment A, Schedule A2 - Key Staff. B3.02 HOURLY RATE FEES B3.02-1 Hourly Rate Fees: Hourly Rate Fees shall be those rates for Consultant and Subconsultant employees identified in Schedule B1. All hourly rate fees will include a maximum not to exceed figure, inclusive of all costs expressed in the contract documents. The City shall have no liability for any fee, cost, or expense above this figure. B3.02-2 Conditions for Use: Hourly Rate Fees shall be used only in those instances where the parties agree that it is not possible to determine, define, quantify, and/or calculate the complete nature, and/or aspects, tasks, man-hours, or milestones for a Project or portion thereof at the time of Work Order issuance. Hourly Rate Fees may be utilized for Additional Work that is similarly indeterminate. In such cases, the City will establish an Allowance in Engineering Services for Flood Mitigation 43 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 the Work Order that shall serve as a Not to Exceed Fee for the Work to be performed on an Hourly Rate Basis. B3.03 REIMBURSABLE EXPENSES Any fees for authorized reimbursable expenses shall not include charges for the Consultant handling, office rent or overhead expenses of any kind, including local telephone and utility charges, office and drafting supplies, depreciation of equipment, professional dues, subscriptions, etc., reproduction of drawings and specifications (above the quantities set forth in this Agreement), mailing, stenographic, clerical, or other employees time or travel and subsistence not directly related to a project. All reimbursable services shall be billed to the City at direct cost expended by the Consultant. City authorized reproductions in excess of sets required at each phase of the Work will be a Reimbursable Expense. The City will reimburse the Consultant for authorized Reimbursable Expenses pursuant to the limitations of this Agreement as verified by supporting documentation deemed appropriate by Director or designee including, without limitation, detailed bills, itemized invoices, and/or copies of cancelled checks. B3.04 FEES FOR ADDITIVE OR DEDUCTIVE ALTERNATES The design of additive and deductive alternates contemplated as part of the original Scope for a Project as authorized by the Director will be considered as part of Basic Services. The design of additive and deductive alternates that are beyond the original Scope of Work and construction budget may be billed to the City as Additional Services. The fees for alternates will be calculated by one of the three methods outlined above, as mutually agreed by the Director and the Consultant. B3.05 FEES FOR ADDITIONAL SERVICES The Consultant may be authorized to perform Additional Services for which additional compensation and/or Reimbursable Expenses, as defined in this Agreement under Article A8 and B3.03 respectively, may be applicable. The Consultant shall utilize the Work Order Proposal Form and worksheets. The webpage also provides the procedures for completing these forms. Failure to use the forms or follow the procedures will result in the rejection of the Work Order Proposal. B3.05-1 Determination of Fee: The compensation for such services will be one of the methods described herein: mutually agreed upon Lump Sum or Hourly Rate with a Not to Exceed Limit. B3.05-2 Procedure and Compliance: An independent and detailed Notice to Proceed (NTP), and an Amendment to a specific Work Order, shall be required to be issued and signed by the Director for each additional service requested by the City. The NTP will specify the fee for such service and upper limit of the fee, which shall not be exceeded, and shall comply with the City of Miami regulations, including the Purchasing Ordinance, the Consultants' Competitive Negotiation Act, and other applicable laws. B3.05-3 Fee Limitations: Any authorized compensation for Additional Services, either professional fees or reimbursable expenses, shall not include additional charges for office rent or overhead expenses of any kind, including local telephone and utility charges, office and drafting supplies, depreciation of equipment, professional dues, subscriptions, etc., reproduction of drawings and specifications, mailing, stenographic, clerical, or other employees time or travel and subsistence not directly related to a project. For all reimbursable services and Subconsultant costs, the Consultant will apply the multiplier of one (1.0) time the amount expended by the Consultant. Engineering Services for Flood Mitigation 44 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 B3.06 PAYMENT EXCLUSIONS The Consultant shall not be compensated by the City for revisions and/or modifications to drawings and specifications, for extended construction administration, or for other work when such work is due to errors or omissions of the Consultant as determined by the City. B3.07 FEES RESULTING FROM PROJECT SUSPENSION If a project is suspended for the convenience of the City for more than three months or terminated without any cause in whole or in part, during any Phase, the Consultant shall be paid for services duly authorized, performed prior to such suspension or termination, together with the cost of authorized reimbursable services and expenses then due, and all appropriate, applicable, and documented expenses resulting from such suspension or termination. If the Project is resumed after having been suspended for more than three months, the Consultant's further compensation shall be subject to renegotiation. ARTICLE B4 PAYMENTS TO THE CONSULTANT B4.01 PAYMENTS GENERALLY Payments for Basic Services may be requested monthly in proportion to services performed during each Phase of the Work. The Subconsultant fees and Reimbursable Expenses shall be billed to the City in the actual amount paid by the Consultant. The Consultant shall utilize the City's Invoice Form, which can be found at the end of this document. Failure to submit an invoice(s) within sixty (60) calendar days following the provision of Services contained in such invoice may be cause for a finding of default. Failure to use the City Form will result in rejection of the invoice. B4.02 FOR COMPREHENSIVE BASIC SERVICES For those Projects and Work Orders where comprehensive design services are stipulated, said payments shall, in the aggregate, not exceed the percentage of the estimated total Basic Compensation indicated below for each Phase. B4.03 BILLING — HOURLY RATE Invoices submitted by the Consultant shall be sufficiently detailed and accompanied by supporting documentation to allow for proper audit of expenditures. When services are authorized on an Hourly Rate basis, the Consultant shall submit for approval by the Director, a duly certified invoice, giving names, classification, salary rate per hour, hours worked and total charge for all personnel directly engaged on a project or task. To the sum thus obtained, any authorized Reimbursable Services Cost may be added. The Consultant shall attach to the invoice all supporting data for payments made to and incurred by the Subconsultants engaged on the Project. In addition to the invoice, the Consultant shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project development and the total estimated fee to completion. B4.04 PAYMENT FOR ADDITIONAL SERVICES AND REIMBURSABLE EXPENSES Payment for Additional Services may be requested monthly in proportion to the services performed. When such services are authorized on an Hourly Rate basis, the Consultant shall submit for approval by the Director, a duly certified invoice, giving names, classification, salary rate per hour, hours worked and total charge for all personnel directly engaged on a project or task. To the sum thus obtained, any authorized Reimbursable Services Cost may be added. The Consultant shall attach to the invoice all supporting data for payments made to or costs incurred by the Subconsultants engaged on the project or task. In addition to the invoice, the Consultant shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project development and the total estimated fee to completion. B4.05 DEDUCTIONS No deductions shall be made from the Consultant's compensation on account of liquidated damages assessed against contractors or other sums withheld from payments to contractors. Engineering Services for Flood Mitigation 45 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 ARTICLE B5 COMPENSATION FOR REUSE OF PLANS AND SPECIFICATIONS B5.01 GENERAL It is understood that all Consultant agreements and/or work Orders for new work will include the provision for the re -use of plans and specifications, including construction drawings, at the City's sole option, by virtue of signing this agreement they agree to a re -use in accordance with this provision without the necessity of further approvals, compensation, fees, or documents being required and without recourse for such re -use. B5.02 REIMBURSEMENTS TO THE SUBCONSULTANTS Reimbursable Subconsultant's expenses are limited to the items described above when the Subconsultant agreement provides for reimbursable expenses and when such agreement has been previously approved in writing by the Director and subject to all budgetary limitations of the City and requirements of Article B5, Reimbursable Expenses, herein. END OF SECTION REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Engineering Services for Flood Mitigation 46 RFQ No. 24-25-003 Improvements Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 ATTACHMENT B - COMPENSATION AND PAYMENTS SCHEDULE B1 - WAGE RATES SUMMARY JOB CLASSIFICATION NEGOTIATED HOURLY RATE ADJUSTED AVERAGE HOURLY RATE (2.9 Home Multiplier Applied) ADJUSTED AVERAGE HOURLY RATE (2.4 Field Multiplier Applied) Principal* $275.00 Project Manager $80.00 $232.00 $192.00 Roadway Engineer $86.00 $294.40 $206.40 Stormwater Engineer $80.00 $232.00 $192.00 Mechanical, Electrical, and Plumbing Engineer ("MEP") $94.83 $275.01 $227.59 Construction Engineering and Inspection ("CEI") Services $90.00 $261.00 $216.00 Landscape Architect $49.52 $143.61 $118.85 Senior Engineer $86.00 $294.40 $206.40 Project Engineer $84.00 $243.60 $201.60 Engineering Intern $60.00 $174.00 $144.00 Designer $54.00 $156.60 $129.60 Designer $45.00 $130.50 $108.00 Senior CADD Technician $41.00 $118.90 $98.40 Chief Engineer 1 $70.00 $203.00 $168.00 Senior Engineer $90.00 $261.00 $216.00 Designer $38.00 $110.20 $91.20 Engineering Technician $38.00 $110.20 $91.20 Principal* (Smith Engineering Consultants) $275.00 Engineer $77.59 $225.01 $186.22 Assistant Engineer $60.34 $174.99 $144.82 CADD Designer $43.10 $124.99 $103.44 Clerical $25.86 $74.99 $62.06 Senior Community Outreach Specialist $42.00 $121.8 $100.80 Outreach Support Specialist $32.00 $92.80 $76.80 Principal* (WGI) $269.00 Engineering Services for Flood Mitigation Improvements 47 RFQ No. 24-25-003 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PROFESSIONAL SERVICES AGREEMENT- EXHIBIT 1 Certified Arborist $60.47 $175.36 $145.13 Sr. Landscape Architect $79.34 $230.09 $190.42 Landscape Designer $37.21 $107.91 $89.30 Professional Geologist $65.61 $190.27 $157.46 Environmental Scientist $31.25 $90.63 $75.00 Principal -in -Charge* (Longitude Surveyors) $175.00 Project Surveyor & Mapper $46.55 $135.00 $111.72 Survey Technician $31.03 $89.99 $74.47 (*) Flat rate, no multipliers applied. 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Ao- BE DOLIPLESED EY LY1V OF Wail oJilE M1OIiTIAIC II M.owr.tlCif1- Lim. haad ar I'mperl r r..m-I: Fr-Koitc. ,a.,umr_r! rtua I faFa.x 1alma 72•PormIller txE1F r_V iEBrmr AMR UTIl4r I712:GrCMt Elmo Ilaapiraws" lam rb ate: Ii3Y_11 Engineering Services for Flood Mitigation 49 Improvements RFQ No. 24-25-003 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix II to Part 200—Solicitation and Contract Provisions for Non -Federal Entity Contracts Under Federal Awards and other Related Federal Clauses In addition to other provisions required by the Federal agency or non -Federal entity, all solicitations and contracts made by the non -Federal entity under the Federal award must contain provisions covering the following, as applicable. Appendix II to Part 200(A) REMEDIES: Contracts for more than the simplified acquisition threshold, which is the inflation adjusted amount determined by the Civilian Agency Acquisition Council and the Defense Acquisition Regulations Council (Councils) as authorized by 41 U.S.C. 1908, must address administrative, contractual, or legal remedies in instances where contractors violate or breach contract terms, and provide for such sanctions and penalties as appropriate. Appendix II to Part 200(B) TERMINATION for CAUSE & CONVENIENCE: All contracts in excess of $10,000 must address termination for cause and for convenience by the non -Federal entity including the manner by which it will be affected and the basis for settlement. Appendix II to Part 200(C) EQUAL OPPORTUNITY & NON-DISCRIMINATION: Equal Employment Opportunity. Except as otherwise provided under 41 CFR Part 60, all contracts that meet the definition of "federally assisted construction contract" in 41 CFR Part 60-1.3 must include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, "Equal Employment Opportunity" (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," and implementing regulations at 41 CFR part 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor." Appendix II to Part 200(D) DAVIS-BACON ACT (1): Davis -Bacon Act, as amended 3148). When required by Federal program legislation, all prime construction contracts in excess of $2,000 awarded by non -Federal entities must include a provision for compliance with the Davis - Bacon Act (40 U.S.C. 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. Appendix II to Part 200(D) DAVIS-BACON ACT (2): The non -Federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non -Federal entity must report all suspected or reported violations to the Federal awarding agency. Appendix II to Part 200(D) DAVIS-BACON ACT (3): The contracts must also include a provision for compliance with the Copeland "Anti -Kickback" Act (40 U.S.C. 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non -Federal entity must report all suspected or reported violations to the Federal awarding agency. Appendix II to Part 200(E) CONTRACT WORK HOURS AND SAFETY STANDARDS ACT: Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, all contracts awarded by the non -Federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard workweek of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. Appendix II to Part 200(F) RIGHTS to INVENTIONS: Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of "funding agreement" under 37 CFR § 401.2 and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. Appendix II to Part 200(G) CLEAR AIR ACT & FEDERAL WATER POLLUTION CONTROL ACT: Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended —Contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non -Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671 q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). Appendix II to Part 200(H) DEBARMENT & SUSPENSION: Debarment and Suspension (Executive Orders 12549 and 12689)—A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Appendix II to Part 200(1) BYRD ANTI -LOBBYING: Byrd Anti -Lobbying Amendment (31 U.S.C. 1352)—Contractors that apply or bid for an award exceeding $100,000 must file the required Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non -Federal award. (J) 200.323 Procurement of recovered materials. (a) A recipient or subrecipient that is a State agency or agency of a political subdivision of a State and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act of 1976 as amended, 42 U.S.C. 6962. The requirements of Section 6002 include procuring only items designated in the guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. (b) The recipient or subrecipient should, to the greatest extent practicable and consistent with law, purchase, acquire, or use products and services that can be reused, refurbished, or recycled; contain recycled content, are biobased, or are energy and water efficient; and are sustainable. This may include purchasing compostable items and other products and services that reduce the use of single -use plastic products. See Executive Order 14057, section 101, Policy. (K) 200.216 Prohibition on certain telecommunications and video surveillance equipment or services. (a) Recipients and subrecipients are prohibited from obligating or expending loan or grant funds to: (1) Procure or obtain covered telecommunications equipment or services; (2) Extend or renew a contract to procure or obtain covered telecommunications equipment or services; or (3) Enter into a contract (or extend or renew a contract) to procure or obtain covered telecommunications equipment or services. (b) As described in section 889 of Public Law 115-232, "covered telecommunications equipment or services" means any of the following: (1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities); (2) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities); (3) Telecommunications or video surveillance services provided by such entities or using such equipment; (4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. (c) For the purposes of this section, "covered telecommunications equipment or services" also include systems that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. (d) In implementing the prohibition under section 889 of , heads of executive agencies administering loan, grant, or subsidy programs must prioritize available funding and technical support to assist affected businesses, institutions, and organizations as is reasonably necessary for those affected entities to transition from covered telecommunications equipment or services, to procure replacement equipment or services, and to ensure that communications service to users and customers is sustained. (e) When the recipient or subrecipient accepts a loan or grant, it is certifying that it will comply with the prohibition on covered telecommunications equipment and services in this section. The recipient or subrecipient is not required to certify that funds will not be expended on covered telecommunications equipment or services beyond the certification provided upon accepting the loan or grant and those provided upon submitting payment requests and financial reports. (f) For additional information, see section 889 of Public Law 115-232 and § 200.471. (L) 200.322 Domestic preferences for procurements. (a) The recipient or subrecipient should, to the greatest extent practicable and consistent with law, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards, contracts, and purchase orders under Federal awards. (b) For purposes of this section: (1) "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. (2) "Manufactured products" means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer -based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. Note: Pursuant to 2 CFR part 184.8, Build America, Buy America Act (BABA) preference does not apply to CDBG-DR, CDBG-NDR, or CDBG-MIT grants. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SECTION 3: Contracts subject to the requirements of Section 3 of the Housing and Urban Development (HUD) Act of 1968, as amended (12 U.S.C. §1701 u), must include "the Section 3 clause" pursuant to 24 CFR Part 75. The purpose of Section 3 is to ensure that employment and other economic opportunities generated by certain HUD financial assistance shall, to the greatest extent feasible, and consistent with existing Federal, State and local laws and regulations, be directed to low- and very low-income persons, particularly those who are recipients of government assistance for housing, and to business concerns which provide economic opportunities to low- and very low- income persons. SECTION 3 CLAUSE I. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 USC.1701 u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance, or HUD -assisted projects covered by Section 3, shall to the greatest extent feasible be directed to low and very low-income persons, particularly persons who are recipients of HUD assistance for housing. II. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 75, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 75 regulations. III. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 Clause and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. IV. The contractor agrees to include this Section 3 Clause in every subcontract subject to compliance with regulations in 24 CFR part 75, and agrees to take appropriate actions, as provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 75. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 75. V. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 75 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR part 75. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 VI. Noncompliance with HUD's regulations in 24 CFR part 75 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. VII. With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self -Determination and Education Assistance Act (25 USC 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). Federal Awarding Agency or Pass Through Entity Review and Retention: §200.325(b)1 The non -Federal entity must make available upon request, for the Federal awarding agency or pass - through entity pre -procurement review, procurement documents, such as requests for proposals or invitations for bids, or independent cost estimates. Records will be maintained for six (6) years after the subrecipient formally closes out the grant award. Employment Eligibility Verification: Executive Order 11-116 signed May 27, 2011, by the Governor of Florida requires contractors, subcontractors, and consultants performing work or services pursuant to the CDBG-MIT sub recipient agreement use the E-Verify system to verify the employment eligibility of all new employees hired by the contractors, subcontractors, and consultants during the term of the contract. Minority and Women Business Enterprises (M/WBE) Affirmative Steps: §200.321 The following affirmative steps will be taken to maximize M/WBE participation: 1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists. 2. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources. 3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises. 4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises. 5. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 6. Requiring the prime contractor, if subcontracts are to be let, to take the affirmative steps listed above. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 TO: James Reyes City Manager CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM FROM: Annie Perez, CPPO Director/Chief Procurement Officer Department of Procurement DocuSigned by: `— 89540 E B 73 CAC468... DATE: May 19, 2026 SUBJECT: Recommendation for Award of Contract for Engineering Services for Flood Mitigation Improvements for the Department of Resilience and Public Works REFERENCES Request for Qualifications ("RFQ") No. 24-25-003 ENCLOSURES: Fee Proposal, Report of Evaluation Committee Memorandum, Evaluation Committee Appointment Memorandum, Proposal Security List RECOMMENDATION: Based on the findings below, the Department of Procurement ("Procurement") hereby recommends the award of a professional services agreement ("PSA") to Ribbeck Engineering Inc., (the "Consultant"), for Engineering Services for Flood Mitigation Improvements - East Little Havana - D3, Project No. 40- B233804, (the "Project"). The Consultant shall provide interdisciplinary services for the Project under the direction of the City of Miami ("City") Department of Resilience and Public Works ("RPW") to provide complete design engineering services for road reconstruction including, but not limited to, drainage improvements, stormwater modeling, sidewalks, American with Disabilities Act ("ADA") compliant ramps, curb and/or gutter structures, pavement markings and striping, roadway signage, utility coordination, survey, geotechnical services, design development, construction permitting, bidding and construction administration. The proposed drainage will include stormwater pipe conveyance to a new pump station and connection from the stormwater pump station to a series of underground injection wells through a force main. The Project is located in East Little Havana with boundaries: W 11th Avenue to W 17th Avenue, NW 1st Street to SW 6th Street. FISCAL IMPACT: Procurement hereby recommends that the Project be awarded to the Consultant as shown below: EAST LITTLE HAVANA (PROJECT NO. 40-B233804) RIBBECK ENGINEERING INC. City of Miami Scope of Work Proposal Values Total Basic Services $3,232,406.73 Owner's Contingency Allowance (5% of Basic Services) $161,620.34 Dedicated Allowance (Including Public Outreach Support Materials and Geotechnical Exploration Permit) $7,000.00 Allowance for Post Design Services (Tasks 1 — 10) $276,318.96 Optional Services Allowance (Including Various Analysis', Survey and Mapping, Geotechnical, and Subsurface Utility Engineering ("SUE")) $564,615.54 Total Value $4,241,961.57 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Recommendation of Award of PSA for Flood Mitigation Improvements — D3 — Project No. 40-B233804 James Reyes, City Manager Miami -Dade County Water and Sewer ("MDWASD") Scope of Work Proposal Values Total Basic Services $524,854.74 Dedicated Allowance (Including SUE Services and Engineering Services during Construction) $61,016.76 Owner's Contingency Allowance (10% of Basic Services) $52,485.47 Optional Services Allowance (8% of Basic Services) $41,988.38 Total Value $680,345.35 Grand Total Contract Award Value $4,922,306.92 The original price proposal submitted by the Consultant totaled $4,928,162.50; therefore, negotiations resulted in $167,475.92 or 3.4% of savings for our taxpayers. BACKGROUND: On June 4, 2025, Procurement issued a solicitation under full and open competition to obtain proposals from qualified firms for two (2) projects. Project No. 1 is for East Little Havana Flood Mitigation Improvements - Project No. 40-6233804, and Project No. 2 is for Southwest Wynwood Flood Mitigation Improvements - Project No. 40-6233814. The City's intent was to award not more than one (1) agreement per Proposer. The City would negotiate a PSA with the two (2) top -ranked Proposers for Project No. 1 and Project No. 2, in decreasing order or project estimated value. On July 15, 2025, Procurement received fifteen (15) proposals in response to the solicitation (see attached Proposal Security List). Subsequently, the proposals were reviewed by Procurement staff and, upon completion of their due diligence effort, eight (8) proposals were deemed responsive and responsible in accordance with the minimum qualifications and experience requirements of the RFQ. Accordingly, on October 20, 2025, the Evaluation Committee ("Committee") met and completed the evaluation and ranking of the proposals following the stipulated guidelines in the solicitation. The proposals were evaluated in accordance with six (6) evaluation criteria and ranked by total awarded points, with the four (4) top ranked teams advancing to Step 2. On November 4, 2025, the Committee met to complete the Step 2 evaluation meeting with the four (4) top ranked teams, and the Committee recommended the two (2) top ranked teams, Ribbeck Engineering Inc. and AECOM Technical Services, Inc., for negotiations of a PSA (see enclosed Report of Evaluation Committee Memorandum) for the two (2) projects. Upon review and subsequent approval of the Report of the Evaluation Committee Memorandum by the City Manager on December 22, 2025, negotiations were initiated with the two (2) top ranked teams of Consultants, Ribbeck Engineering Inc. for Project No. 40-B233804 and AECOM Technical Services, Inc. for Project No. 40-6233814. The City's negotiation team, comprised of staff from RPW held good faith negotiations with the Consultant's principals that addressed: 1. Coordination of the various professional consulting services necessary for the Project; 2. Established and capped fair market professional services fee schedule; 3. A Project tasking solution which supports an implemental and fiscally sound agreement, in the best interest of the City and its residents, and; 4. Legally sufficient and binding agreement terms and conditions, with the assistance and support of the City Attorney's Office. Successful negotiations were accomplished and an agreement was reached with Ribbeck Engineering Inc. on March 30, 2026, for Project No. 40-B233804 East Little Havana. In addition, Florida Commerce approved the award of this Project on April 17, 2026, and the Miami -Dade County Water and Sewer Department ("MDWASD") approved the proposal on April 24, 2026. Based on the above findings, Procurement hereby recommends the award of a PSA to Ribbeck Engineering Inc. for the Project. Pursuant to Section 18-117 of the Code of the City of Miami, "Economic Stimulus Awards and PR26027 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Recommendation of Award of PSA for Flood Mitigation Improvements — D3 — Project No. 40-B233804 James Reyes, City Manager Agreements," the City Manager has delegated authority to award this contract, as the Project involved is included in the Expedite List of Projects approved by the City Commission on April 9, 2026, as amended. Your signature below indicates your approval of Procurement's recommendation. Approved: James Reyes, City Manager Date: May 27, 2026 113:26:06 EDT c: Natasha Colebrook -Williams, Deputy City Manager Asael "Ace" Marrero, AIA, Assistant City Manager/Chief of Infrastructure Erica T. Paschal Darling, CPA, Assistant City Manager/Chief Financial Officer Thomas M. Fossler, Assistant City Attorney Juvenal Santana, PE, CFM, Director, RPW Fernando V. Ponassi, MA Arch., MA PPA, LEED®AP, Assistant Director, Procurement PR26027 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 City of Miami Legislation Resolution City Hall 3500 Pan American Drive Miami, FL 33133 www.miamigov.com File Number: 18970 Final Action Date: A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), PURSUANT TO SECTION 18-117 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED ("CITY CODE"), REPLACING ATTACHMENT "A" TO SECTION 18-117 OF THE CITY CODE, WHICH IDENTIFIES CERTAIN CAPITAL CONSTRUCTION PROJECTS SUBJECT TO THE CITY'S ECONOMIC STIMULUS AWARDS AND AGREEMENTS PROCESS, WITH THE REVISED ATTACHMENT "A" ATTACHED AND INCORPORATED HERETO; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Section 18-117 of the Code of the City of Miami, Florida, as amended ("City Code"), titled "Economic Stimulus Awards and Agreements," establishes an expedited process for certain capital construction projects identified in Attachment "A" thereto for the express purpose of stimulating the local economy; and WHEREAS, Section 18-117 further provides that Attachment "A" may be amended from time to time by City Commission resolution and that the City Commission may, from time to time, add or delete projects from the list of economic stimulus projects to which Section 18-117 applies; and WHEREAS, the City desires to update the list of qualifying capital construction projects by replacing the existing Attachment "A" with the revised Attachment "A" attached and incorporated into this Resolution; and WHEREAS, upon adoption of this Resolution, the revised Attachment "A" shall constitute the operative list of projects subject to Section 18-117 of the City Code unless and until further amended by resolution of the City Commission; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are adopted by reference and incorporated as if fully set forth in this Section. Section 2. Pursuant to Section 18-117 of the City Code, the City Commission hereby replaces the existing Attachment "A" to Section 18-117 with the revised Attachment "A" attached and incorporated hereto. Section 3. The revised Attachment "A" approved by this Resolution shall supersede and replace all prior versions of Attachment "A" to Section 18-117 of the City Code. Section 4. This Resolution shall become effective immediately upon its adoption. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 APPROVED AS TO FORM AND CORRECTNESS: III, C Y for y 3J3112026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Honorable Mayor and DATE April 8, 2026 Members of the City Commission Cen.kRolbr FROM: James Reyes City Manager SUBJECT: CA 3 - Amending the City of Miami's List of Expedited Projects pursuant to Section 18-117 of the Code of the City of Miami, Florida, as amended ("City Code"), titled "Economic Stimulus Awards and Agreements." REFERENCES. ENCLOSURES Item CA 3 on the April 9, 2026, City Commission Meeting Agenda is an item to authorize a Resolution of the Miami City Commission with attachment(s), amending the City of Miami's ("City") list of expedited projects, pursuant to Section 18-117 of the Code of the City of Miami, Florida, as amended ("City Code"), titled "Economic Stimulus Awards and Agreements," enacted December 11, 2008, as amended, by replacing the current "Attachment A - 05/22/2025 REVISED" with "Attachment A - 04/09/2026 REVISED," attached and incorporated, for the purpose of including additional new and on -going capital improvements solicitations and projects. In the Agenda package as distributed, Capital Improvements Projects Revised Expedited List Attachment A - 04/09/2026 REVISED did not include all of the capital solicitations and projects that are in the pipeline; therefore, Capital Improvements Projects Revised Expedited List Attachment A - 04/09/2026 REVISED is hereby substituted with Capital Improvements Projects Revised Expedited List Attachment A - 04/09/2026 REVISED_FINAL_v2 to reflect the incorporation of numerous capital improvement solicitations and projects that were not originally included. crs 1/40 :[3 m n rv� 1 ri I ci91-0sLADs-l„hcorlan.\so 1-4(oMcutij Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CAPITAL IMPROVEMENTS PROJECTS REVISED EXPEDITED LIST ATTACHMENT A - 04/09/2026 REVISED_FINAL_v2 B Number Project Name Project Owner Current Estimated Total Project Cost Current Phase District 40-830688 Marine Stadium Restoration DREAM $68,000,000.00 04-Dry Run/Permit Citywide 40-B40571 Virrick Park New Pool Facility Parks $13,211,530.00 07-Construction 2 40-B193602 Brickell Key Bridge RPW $6,246,391.00 07-Construction 2 40-B173619 SW 15 Road from SW 3 Avenue and SW 11 Street RPW $6,261,725.00 03-Design 3 40-B30874 Brickell Avenue from SE 15 Road to SE 8 Street RPW $2,097,247.00 08-Final Completion 2 40-B50906 NE 3 Avenue from NE 54 Street to NE 58 Terrace RPW $3,259,046.00 03-Design 5 40-B193511 and 40- B193511A Curtis Park Community Center Design and Construction Parks $15,365,718.00 07-Construction 1 40-13193512 and 40- 6193512A Armbrister Park Community Center Design and Construction Parks $12,129,000.00 06-Pre-Construction 2 40-B193513 Moore Park Gym Design and Construction Parks $16,357,564.00 05-Bidding 5 40-B193517 New Woodside Park at 3699/3701 SW 1st AVE Parks $7,449,955.00 07-Construction 3 40-B40566 Spring Garden Point Park Parks $1,954,059.27 03-Design 5 40-B40581 Douglas Park Community Center Parks $15,572,411.00 04-Dry Run/Permit 4 40-B193207 Fire Facilities Resiliency Project (FS10) - Design Public Safety $15,465,000.00 04-Dry Run/Permit Citywide 40-B183603 Miami River Greenway Curtis Park East RPW $5,853,553.00 05-Bidding 1 40-B183611 NW 17th Street from NW 27th AVE to NW 32nd AVE - Road & Drainage Construction RPW $7,856,143.00 03-Design 1 40-6193802 Brickell Bay Drive Seawall, Drainage and Road Improvements RPW $32,261,008.00 07-Construction 2 40-B30606 Flagler Street Beautification OCI $33,104,407.00 07-Construction Citywide 40-B30737 South Bayshore Lane/Fairview Street - East and West RPW $12,420,228.00 05-Bidding 2 40-B193522A Dog Run Park Parks $925,877.00 03-Design 4 40-B233506 Fairlawn Community Park Parks $1,150,000.00 07-Construction 4 40 6233507 Shenar*Al03 4 nt Parks $900,000.00 08-Final Completion 2 40-B233513 40 Grapeland Heights Park andDase a ark Parks $2,611,514.00 07-Construction 1 40-B233523 Bayfrontrtl 6 L in 6— gay qzoz Parks $2,833,760.00 01-Planning 2 40-B223801 East Flagami Flood Mitigation RPW $80,137,359.00 05-Bidding 4 a3AJ3O32J Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CAPITAL IMPROVEMENTS PROJECTS REVISED EXPEDITED LIST ATTACHMENT A - 04/09/2026 REVISED_FINAL_v2 B Number Project Name Project Owner Current Estimated Total Project Cost Current Phase District 40-B223802 Auburndale Flood Mitigation Project RPW $74,747,852.00 Multi -Phased Project 4 40-B50413 SW 24th St. from 27th Ave to SW 32nd Ave RPW $8,478,403.00 07-Construction 4 40-B50412 SW 23 Terrace from SW 27 Avenue to SW 32 Avenue RPW $6,649,232.00 01-Planning 4 40-B233822 Localized Flooding Improvements Citywide RPW $10,375,000.00 03-Design Citywide 40-B183611A NW 17 Street from NW 32 to NW 37 Avenue RPW $7,473,497.00 05-Bidding 1 40 6193500 Jose Marti Park Seawall, Shoreline, and Flood Improvements Construction OCI $26,644,082.00 05-Bidding 3 40-B193501 Little River Mini Park (Outfall Connection) RPW $3,986,499.00 04-Dry Run/Permit 5 40-B233815 Allapattah Flood Improvements - NW 7 Ave to 14 Ave, NW 23 St to RPW $62,674,641.00 03-Design 1 40 6233816 Melrose Flood Improvements - NW 23 Ave to NW 19 Ave, NW 34 St to NW 30 St (Pump Station) RPW $33,642,745.00 03-Design 1 40-B233805 Edgewater Flood Improvements - NE 4 Ave to Biscayne Bay, NE 22 St to NE 24 St (Pump Station) RPW $40,852,943.00 03-Design 2 40 6233811 Replacement of Seawalls Morningside between NE 55 Terr, NE 65 St and Biscayne Bay - D2 RPW $3,378,160.00 03-Design 2 40 B233809 Brickell and Coconut Grove Seawalls between SE 25th Rd to Mathenson Ave. and Biscayne Bay - D2 RPW $1,659,265.00 03-Design 2 40-B233810 Replacement of 8 Seawalls in Edgewater between NE 22 St to NE 34 St. along Biscayne Bay - D2 RPW $3,541,662.00 03-Design 2 40-B233804 East Little Havana Flood Improvements - W 12 Ave to W 17 Ave, NW 2 St to SW 6 St (Pump Station) RPW $64,605,980,00 01-Planning 3 40 6233606 8 Street Flood Improvements - SW 17 Ave to SW 22 Ave, SW 5 St to SW 12 St RPW $40,000,000.00 03-Design 3 40 B233803 Shorecrest South Flood Improvements - NE 8 Ct to NE Bayshore Ct, NE Little River Dr to NE 79 St (Pump Station) RPW $34,607,969.00 05-Bidding 5 40 6233814 South-West Wynwood Flood Improvements - NW 3 Ave to NW 5 PI, NW 16 St to NW 28 St (Pump Station) RPW $70,802,459.00 01-Planning 5 40 B233812 Replacement of Seawalls Shorecrest between NE 84 St and Ademar Canal; NE Bay sh 'f Wadi dalaCanalt D5 RPW $3,688,974.00 03-Design 5 40 6233817 Clemenoadr7 liSdd:anwokiae+ 4ilgmi Ave to NW 2 Ave and NW30Stto36St RPW $22,422,143,00 03-Design 5 40-B233806 Immediate' kob CtWro6lfstae�1']O'w Valves CW RPW $4,084,000.00 03-Design Citywide 40-B203801 Citywide Pump Stations Telemetry System RPW $1,536,263.00 03-Design Citywide 40-B233819 Localized Floo¢}pg,jrr prpArpgnt; % 1 RPW $5,558,000.00 03-Design 3 U=f�T�J�C� Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CAPITAL IMPROVEMENTS PROJECTS REVISED EXPEDITED LIST ATTACHMENT A - 04/09/2026 REVISED_FINAL_v2 B Number Project Name Project Owner Current Estimated Total Project Cost Current Phase District 40-B233820 Pump Stations RPW $2,500,000.00 03-Design 3 40-B223521 Parks Public WiFi Installation Parks $2,500,000.00 07-Construction 2 40-1350414 SW 24 Terrace from SW 27 Avenue to SW 31 Avenue RPW $4,762,302.00 08-Final Completion 4 40-B50421 SW 25 Street from SW 27 Avenue to SW 32 Avenue D4 RPW $4,853,136.00 08-Final Completion 4 40-B223212 Fire Station 12 - Hardening Fire $1,423,000.00 01-Planning Citywide 40-B213210 Fire Station 2 - Hardening Fire $1,007,027.00 01- Planning Citywide 40-B213209 Fire Station 9 - Hardening Fire $1,322,000.00 01- Planning Citywide 40-B213512 Hadley Park - Resiliency Hub Parks $1,807,056.00 05-Bidding 5 40-B50104 NW 13 Street from NW 35 Avenue to NW 37 Avenue RPW $3,165,866.00 07-Construction 1 40-B30756 NW 30 Street Improvement RPW $6,539,324.00 07-Construction 1 40-B183610 West Grove Roadway Improvements RPW $4,270,918.00 03-Design 2 40-B183612 Charles Avenue from Main Highway to South Douglas Road RPW $5,040,542.00 05-Bidding 2 40-B213606 Kinloch Roadway Neighborhood Improvements RPW $3,516,341.00 03-Design 4 40-B173613 South Golden Pines No Outlet Streets Improvements RPW $10,817,382.00 03-Design 4 40-B243800 Wagner Creek Embankment Stabilization RPW $16,096,190.00 03-Design 1 40-B173511A Morningside Park - Baywalk, Kayak Launch, and Boat Ramp Parks $19,182,327.00 07-Construction 2 40-B193521 Fairlawn Community Park Parks $3,809,461.00 07-Construction 4 40-B203509 Athalie Range Park - New Recreation Building D5 Parks $15,600,000.00 04-Dry Run/Permit 5 40-B243208 Police HQ -Garage Demolition and Sitework Police $3,799,272.00 07-Construction Citywide 40-B233601 Miami River Greenway - NW N River Dr from NW 22 Ave to NW 19 RPW $8,009,423.00 03-Design 1 40-B213605 NW 11 Street from NW 1 Avenue To NW 3 Avenue RPW $2,412,839.00 06-Pre-Construction 5 40-B70046 Virginia Key Boat Launch & Trailer Parking OCI $3,620,265.00 07-Construction 2 40-B70042 Miami Marine Stadium Marina - Mooring Field DREAM $4,133,205.49 06-Pre-Construction 2 40-B233500 Margaret Pace Park Parks $29,264,866.00 04-Dry Run/Permit 2 40-B243400 New Administration Building and Parking/Other Improvements DREAM $241,483,400.72 01-Planning Citywide 40-B193803 CE&I for Seawall, Baywalk, and Landscape Improvements at Jose Marti Park Parks $20,000,000.00 05-Bidding 3 40-B30541D Baywood Seawall Repair Parks $8,000,000.00 01-Planning 4 40-B243602 Little Havani;flediitaI Fity, nib- Phase II RPW $5,834,069.00 01-Planning 3 40-B243604 Silve ldifj4rhi4`I�Ic i5 Cation RPW $7,848,323.00 03-Design 3 40-B233813 North Gra eland ei is HS) at NW 13 Street RPW $356,406.00 03-Design 1 40-B213606A Kiniocf>tFtofn iti tioP�fki6M Reconstruction FDEP Grant RPW $2,058,005.00 05-Bidding 4 40-B243600 Tamiami Blvd Roadway Drainage improvements RPW $4,000,000.00 03-Design 4 40-B253600 Brickell Keyiiridgq,Rgp4peirnr 1 RPW $30,031,616.00 01-Planning 2 I.S:11i1M1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CAPITAL IMPROVEMENTS PROJECTS REVISED EXPEDITED LIST ATTACHMENT A - 04/09/2026 REVISED_FINAL_v2 B Number Project Name Project Owner Current Estimated Total Project Cost Current Phase District N/A Construction and Permanent Financing: MLK Residences Housing $2,000,000.00 N/A 5 N/A Construction and Permanent Financing: Liberty Renaissance Housing $1,000,000.00 N/A 5 N/A Affordable Housing and Economic Development Housing $8,000,000.00 N/A Citywide N/A Horne Ownership and Economic Development Housing $4,000,000.00 N/A Citywide N/A Citywide Parks Playground Renovations (13 Sites - D1, D2, D3, and Parks $4,059,580.00 01-Planning Citywide N/A Historic Virginia Key Beach Museum VKBPT $20,500,000 01-Planning Citywide 40-B253603 Shoreline Repair Mini Rapids Park RPW $1,625,875 03-Design 1 40-B193519 Sewell Park Seawall Reconstruction - Phase III Parks $24,567,655 02-A/E Selection 1 40-8253105 Allapattah Elderly Center Improvements DREAM $2,853,787 04-Dry Run/Permit 1 40-8253104 Allapattah Child Care Improvements DREAM $1,700,641 04-Dry Run/Permit 1 40-B233501 Peacock Park Parks $3,507,095 04-Dry Run/Permit 2 B-193404 Flagler Worker's House - Structural Renovation Parks $4,275,387 04-Dry Run/Permit 2 40-B263508 2293 SW 17th Terrace - Mini Dog Park Parks $500,000 01-Planning 4 40-8263509 50 SW 68th Ave Parcel Plan Parks $500,000 01-Planning 4 TBD 235 NW 26th Ave - Sensory Park Parks $1,000,000 01-Planning 4 40-B253506 Little Haiti Cultural Complex Caribbean Marketplace Roof Parks $5,464,250 04-Dry Run/Permit 5 40 B203505 Roberto Clemente Park - Irrigation, Drainage, and Baseball Field Improvements Parks $9,429,751 04-Dry Run/Permit 5 40-B233105 Reroofing of Building 8 3 Communications/GSA and Repairs for Buildings 1,2,3, and 4-Buildings at Fire Station No. 3 Fire $3,700,000 04-Dry Run/Permit Citywide 40-TBD Domino Park -1444 SW 8 Street Parks $4,900,000 01-Planning 3 40-B263515 Triangle Park - 420 SW 11 Street Parks $4,000,000 01-Planning 3 40-B263514 Jose Marti Park - Phase II - 362 SW 4 Avenue Parks $20,000,000 01-Planning 3 40-TBD Fisherman Park - 1 SW South River Drive Parks $1,300,000 01-Planning 3 40- Historic Shenandoah Park Parks $1,220,000 01- Planning 3 40-TBD Police North Station -100 NW 62 Ave. Police $1,500,000 01- Planning Citywide 40-B72928A Police South Roof Renovation and 40/50 Year Repairs - 2200 W. Police $1,400,000 04-Dry Run/Permit Citywide 40-TBD Police Training Center - 360 NW 2 Av. Police $600,000 01-Planning Citywide 40-B253517 Lail; Paik`iL g • - •' g'�� E 7 Ave. Parks $8,050,000 02- A/E Selection 5 40-B253527 M Y4ide 2C ugr, : .:� YVit'Rgeertification - 3601 Rickenbaker +� Parks $2,700,000 03- Design 2 40-TBD l�s� -��p Siman10 hR JPar9 - 183AgIhWSi Street Parks $12,900,000 01- Planning 5 40-TBD Billie Rolle Domino Park - 3400 Grand Avenue Parks $10,000,000 01- Planning 2 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CAPITAL IMPROVEMENTS PROJECTS REVISED EXPEDITED LIST ATTACHMENT A - 04/09/2026 REVISED_FINAL_v2 B Number Project Name Project Owner Current Estimated Total Project Cost Current Phase District 40 B263510 Sewell Park Equipment and Site Improvements (Lighting, walkways, parking lot, gazebos) -1815 South River Drive Parks $2,000,000 01- Planning 1 40-B263403 Edgewater Baywalk -100 NW 17 St. DREAM $24,000,000 02- A/E Selection 2 40-B193402A Dinner Key Marina Breakwaters Mitigation 406 Parks/DREAM $22,271,227 O1-Planning 2 A113 J t :6 kV 6- JdV 9Z0Z G3A I333 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. CONSULTANT WORK ORDER PROPOSAL Date: March 30th, 2026 Dear Mr. Max Sagesse, Ms. Clara Sidan, P.E. and Mr. Javier Romero; Ribbeck Engineering, Inc. proposes to provide the services identified below for the project titled Project No. 1 East Little Havana Flood Mitigation Improvements (Project No. 40-B233804) pursuant to its Professional Service Agreement with the City of Miami for Civil Engineering Services for Citywide Flood Mitigation Improvements (RFQ 24-25-003). I. GENERAL The Consultant must provide professional engineering design services per its current Professional Service Agreement with the City to complete the project plans, specifications, and estimate package. The Consultant must provide final construction plans, specifications, and estimate approved by all applicable federal, state, and local agencies to advance the project to the construction phase. This includes all construction plan details, contract provisions (see W.O.), permits, agreements, commitment, and certifications required to advertise, award, and administer the construction contract. The Consultant must provide to the City plans and applicable documents digitally signed and sealed by a Professional Engineer in accordance with Florida Statutes. The Consultant must identify and include in its proposal allowance(s) for additional services for unforeseen circumstances assessments which shall be utilized at the sole discretion of the City. A Design Work under a Joint Participation Agreements (JPA) with Miami Dade MD- WASD will be provided under a separate proposal. The project scope does not include Construction Engineering and Inspection nor Permit Fees. All maps, plans and designs are to be prepared with English values in accordance with: • Current edition of DRPW Design and Construction Standards • Current edition of DRPW Bulletins • Current edition of the Florida Department of Transportation (FDOT) Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (commonly known as the "Florida Greenbook") • Current edition of the Manual on Uniform Traffic Control Devices (MUTCD) • Current edition of the Americans with Disabilities Act (ADA) Standards for Accessible Design • Current edition of the ADA Standards for Transportation facilities • Current edition of the Florida Accessibility Code for Building Construction • Current edition of the National Electrical Safety Code (NESC) For situations where specific design criteria and standards are not addressed in the above publications, the Consultant must use any other current approved technical publications from other applicable agencies as design guidelines. The Consultant must ensure that the project design meets or exceed the referenced design criteria and that the standards developed are appropriate for the proposed work. Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. All improvements within the city limits of the City of Miami must comply with all applicable sections of the City of Miami's Code of Ordinances (including the Miami 21 Code). All work must be permitted in accordance with the City of Miami Code of Ordinances. The Consultant is to provide a CD containing all CADD project files to the City at the conclusion of the project. II. PROJECT OVERVIEW The project objective is to implement roadway and drainage improvements recommendations as per the City's Stormwater Master Plan (SWMP), dated March 2021 and the Project Scope Approval Memo, revised November, 21 2025. These improvements will be funded as part of the Miami Forever Bond Initiative for Sea Level Rise (SLR) and flood prevention to achieve a stronger and more resilient roadway infrastructure. The project is located within the Lawrence Park watershed, which is highly vulnerable to recurrent flooding due to the low-lying and land- locked topography combined with the Lawrence Pump Station's insufficient hydraulic capacity to meet the City's current Flood Protection Level of Service. As a result, this project will provide flood relief and upgrade the existing aging drainage infrastructure within the upper lands and low -bowl areas at the westerly end of the watershed. Within the upper land area, the outdated slab -covered trench systems will be upgraded with new exfiltration trench and gravity drainage well systems. Within the lower bowl areas, segments of the proposed storm water system overlap with the existing Lawrence Pump Station conveyance lines, primarily along NW 15 Ave. These segments of existing conveyance lines will be removed and replaced with the new conveyance line, rerouting runoff currently flowing to the Lawerence Pump Station into the proposed pump station. III. PRELIMINARY FINDINGS Roadway: To better understand the scope required to complete this contract, a thorough understanding of the current site conditions was required. Therefore, as part of our due diligence, Ribbeck Engineering conducted several initial site visits and inspections collecting vital information with respect to pavement, ponding, existing typical elements, etc. In addition, desktop reviews involving parcel lines, aerials, GIS and permits were also performed. The comprehensive information collected was utilized to prepare a site plan with all roads that will be improved under this project. Within the limits of the project, the roads were evaluated to determine whether it needed resurfacing or reconstruction. This determination was based on the following criterion: 1. Severe or excessive pavement failure noted in the field and/or 2. Existing typical section not matching the standard typical sections (swales/parking/cubed section) and/or 3. Water main installation and/or drainage system installation along the road causing severe damage to the roadway 4. Flat longitudinal slopes and grading, resulting on water ponding and not providing an adequate gutter profile capable of promoting positive drainage flow. As a result, most roads require reconstruction since they met one or more criterion above, with the exception of 3 blocks (SW 2nd Street from SW 12th Avenue to SW 11th Avenue, and SW 11th Avenue from SW 2nd Street to SW 4th Street) where the roadway will be restored. In Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. addition, it should be noted that most pot holes found in the field show pavement less than 3 " thick. This does not meet the City's pavement design for residential neighborhoods. Furthermore, soils in the area are mainly composed of unstable sandy material which is known to cave-in/collapse once excavated. Therefore, the installation of drainage systems, relocation of utilities and installation of the water pipes will require trench mules which will worsen the condition of the existing road pavement severely. Drainage: The project is located within the City's Lawrence Park watershed, which features three distinct topographical areas. 1. Upper land regions situated within a natural ridge, with elevations ranging from 8 to 17- feet NAVD. 2. Lower bowl regions, characterized as moderately low, land -locked depressions with elevations between 5 and 8 feet-NAVD. 3. Low-lying zones, which represent the most critically low elevations, ranging from 2 to 5 feet-NAVD. The upper land areas are drained by slab -covered trench systems. The lower -bowl and low- lying areas are drained by an existing storm sewer system network connected to the City's Lawrence Pump Station (LPS). Existing slab -covered trenches and the storm sewer system are all interconnected and the runoff within the watershed gets conveyed to the Lawrence Pump Station, with final point of discharge at the Miami River. The LPS has a capacity of 340-cfs and is located at the NW quadrant of SW 4 St. and SW 7 Ave. The existing conveyance line runs along SW 4 St. from the LPS to SW 14 Ave., then along SW 14 Ave. from SW 4 St. to SW 2 St., then along SW 2 St from SW 14 Ave. to SW 15 Ave., and then continuing along SW 15 Ave. from SW 2 St. to SW 1 St. The pump station's storm sewer system also includes secondary branches along SW 15 Ave. from SW 7 St. to SW 2 St. and along SW 4 St. from SW 15 Ave. to west of SW 17 Ave. The Lawrence Park watershed is highly vulnerable to recurrent flooding mainly due to the low- lying and land -locked topography combined with the Lawrence Pump Station's insufficient hydraulic capacity to meet the City's current Flood Protection Level of Service. The project's main objective is to provide flood relief and upgrade the existing aging drainage infrastructure within the upper lands and low -bowl areas at the westerly end of the watershed. Within the upper land area, the outdated slab -covered trench systems will be upgraded with new exfiltration trench and gravity drainage well systems. Within the lower bowl areas, segments of the proposed storm water system overlap with the existing Lawrence Pump Station conveyance lines, primarily along NW 15 Ave. These segments of existing conveyance lines will be removed and replaced with the new conveyance line, rerouting runoff currently flowing to the Lawrence Pump Station into the proposed pump station. As per the SWMP, the original location of the pump station was at SW 1 St. and SW 15 Ave. with the force main and injection wells along SW Flagler Ter. As per the Pump Station Siting Memorandum, the new location is within the right of way at SW 2 St. and SW 12 Ave (Location 7). Due to the change in location, the conveyance trunk line will need to be extended to reach Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. the pump station. In addition, the force main and injection well locations will be coordinated with the City during the preliminary design phase. The force main will need to be placed to the west of the pump station since the areas to the east is the low-lying area. As per the SWMP the new pump station is to be combined with a future pump station located within the Flagler Triangle at SW 13 Ave. and Flagler St. The pump station will discharge via a force main along Flagler St. to additional injection wells, with an emergency outfall into the Miami River. The total number of injection wells between both Phases is nineteen (19). The SWMP also indicates that the existing Lawrence Pump Station will have its capacity increased in a future phase. Due to the changes in the proposed pump station location, these improvements will need to be modified as well in the future. The drainage scope also includes an Alternative Pump Station Site as well as a Value Engineering. Based on our findings, we recommend specific modifications to the original concept which we believe will effectively mitigate flooding while streamlining construction and permitting processes. Our team's approach is to maximize the capture and disposal of upper land area runoff and minimize the runoff disposal into the new pump station system in order to reduce new storm sewer pipe size, pump discharge capacity and the number of injection wells which translates into construction cost savings. IV. OPTIONAL SERVICES The scope also includes the following optional services: Optional Services Scope 1 — Implementation of Value Engineering: This task includes developing the final design and plans production to implement the value engineering recommendations of an alternative pump siting and a drainage disposal system. This additional scope will require the survey, geotechnical exploration, SUE (test holes), landscape, roadway, drainage and signing and pavement markings design, analysis and plans production to include a couple of high lying roads where additional exfiltration trench can be proposed and connected to the proposed pump station force main for final disposal. The tentative segment runs along NW 14th Avenue from SW 1st Street to SW 3rd Street. Optional Services Scope 2— Harmonization due to raising of roadway: This task includes raising the low lying roads depicted on Exhibit 2, which includes SW 2nd Street from SW 12th Avenue to SW 11th Avenue, and SW 11th Avenue from SW 2nd Street to SW 4th Street. This additional scope will require roadway and public outreach efforts. This effort includes harmonization analysis, developing harmonization details, extensive coordination with each impacted property owner, as well as getting concurrence on harmonization details and securing license agreements with the property owners. Optional Services Scope 3 — Project Segmentation: This task includes segmenting the project in smaller segments in case it is directed by the City during design. This additional scope will require plans production efforts including additional key sheets, notes, details, typical sections, temporary traffic control plans phasing notes, drainage maps, drainage plans, SPM plans, landscape plans/tables, etc. It also includes updating quantities according to the final segments and provide additional cost estimates per segment. Optional Services - Contamination Impact Assessment: The City may provide a contamination impact assessment report. Otherwise, the contamination impact assessment Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. will be done under this contract. This task is detailed under Appendix "B-1" provided by our sub -consultant WGI. V. SCOPE OF WORK Work Activity 1: Project General Tasks Task No. 1.1— Public Meeting and Other Agency Meetings including preparation, exhibit and documents Public involvement includes communicating to all interest persons, groups, and government organizations information regarding the development of the project. Services to include necessary boards and presentation materials for use in public meetings as well as attendance at public meeting(s) and assistance with summary of meeting including a listing of all written comments made during and/or after the meeting and responses to those written comments. Construction document revisions necessary as a result of these public meetings shall also be included as related to the scope of work. The Prime Consultant will assist either the City of Miami assigned Public Information Officer (PIO) or the Consultant's PIO (once optional services are approved) with all technical related efforts to successfully conduct the public involvement activities including the public meeting and coordination with external stakeholders. Task No. 1.2 — Contract Maintenance and Project Documentation Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents, reports or calculations that support the development of the contract plans. Task No. 1.3 — Specification Package Preparation Prepare and provide a specifications package prepared in accordance with the City of Miami requirements. Includes technical specifications (if not included in the latest edition of the FDOT Standard Specifications for Road and Bridge Construction), supplemental conditions (including any deviation from the front-end documents), Bid Form, and review and necessary revisions to drawings as applicable to this project. Task No. 1.4 — Other Project General Tasks This task includes other project general tasks including: • Assistance to the Grant Program Manager. Task No. 1.5 — Prime Consultant Project Management Meetings This task includes only the Prime Consultant Project Manager's time for travel and attendance at phase reviews, miscellaneous review meetings, resolution of conflicts between existing conditions and design drawings, progress reviews, progress meetings and preparation of meeting minutes, and other coordination activities. Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Work Activity 2: Roadway Analysis The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. Task No. 2.1— Typical Section Package Provide an approved Typical Section Package prior to the 30% submittal. Our initial assessment identified the following typical sections: • NW 1st St.: Proposed Typical Section T-5 50-E • NW/SW 16th St. (From W. Flagler to NW 1st St., and at SW 2nd St.: Proposed Typical Section T-5 50-F • SW 16th Ave. (From SW 5th to SW 4th St): Proposed Typical Section T-4 50-G • SW 15th Ave. (From SW 5th to SW 3rd St): Proposed Typical Section T-4 50-E • SW 15th Ave. (From SW 3th to SW 1 rd St): Proposed Typical Section T-5 50-E • SW 15th Ave. (From SW 1st to W Flagler St): Proposed Typical Section T-6 50-F • NW 15th Ave. (From W Flagler St to NW 1 St): Proposed Typical Section T-5 50-E • SW Flagler Ter (From SW 17th to NW 14th Ave): Proposed Typical Section T-4 30' Right -of -Way (Special Typical — not in Standards). • SW 2nd St. (From SW 16th to SW 14th Ave): Proposed Typical Section T-4 50-E • SW 2nd St. (From SW 14th to SW 13th Ave): Proposed Typical Section T-4 50- E/50-F Modified • SW 4th St. (From SW 17th to SW 11th Ave): Proposed Typical Section C-1 50-G • SW 4th St. (From SW 17th to SW 12th Ave): Proposed Typical Section T-4 50-E • SW 6th St. (From SW 15th to SW 14th Ave): Proposed Typical Section T-4 50-F • SW 13th Ave. (From SW 6th to SW 2nd St): Proposed Typical Section T-4 50-F • SW 11th Ave. (From SW 4th to SW 3rd St): Proposed Typical Section T-4 50-G • SW 11th Ave. (From SW 3rd to SW 2nd St): Proposed Typical Section C-1 50-G A total of 9 typical sections will be required to group all the different road segments. The anticipated typical sections are as follows: • Proposed Typical Section 50-E (Reconstruction) • Proposed Typical Section 50-F (Reconstruction) • Proposed Typical Section 50-G (Reconstruction) • Proposed Modified Typical Section (30' Right -of -Way) (Reconstruction) • Proposed Typical Section 50-E (Restoration/Milling & Resurfacing) • Proposed Typical Section 50-F (Restoration/Milling & Resurfacing) • Proposed Typical Section 50-G (Restoration/Milling & Resurfacing) Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. • Proposed Modified Typical Section (30' Right -of -Way) (Restoration/Milling & Resurfacing) • Proposed Modified Typical Section Modified (Combination of 50-E (Left)/50-F (Right)) (Reconstruction) Task No. 2.2 — Horizontal / Vertical Master Design Files Design the geometrics per applicable design standards and guidelines that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, elder road user policy, access management, preliminary documents provided by the City and scope of work. Task No. 2.3 — Cross Section Design Files Establish and develop cross section design files for the roadway improvements. Cross Sections must be in accordance with the FDOT Design Manual. Task No. 2.4 — Temporary Traffic Control Plan Analysis Design a safe and effective Temporary Traffic Control Plan to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times. Task No. 2.5 — Master Temporary Traffic Control Plan Design File Develop the master Temporary Traffic Control Plan files showing each phase of the Temporary Traffic Control Plan. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control devices, and temporary pedestrian ways. Task No. 2.6 — Design Report Prepare the design report detailing all design decisions, coordination and applicable criteria. The report is to be delivered as a signed and sealed pdf file. Task No. 2.7 — Computation of Quantities Prepare the Summary of Quantities as per latest FDOT Standards and various summary of quantity sheets. This includes all efforts required to develop the backup calculations supporting documentation. Task No. 2.8 — Cost Estimate Provide Engineer's Opinion of Probable Construction Cost Estimate at four stages (15, 30, 60 and 100%). Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Task No. 2.9 — Roadway Field Reviews Includes all trips required to obtain necessary data for all elements of the roadway component. Task No. 2.10— Roadway Technical Meetings Meet with the relevant agencies having jurisdiction (e.g. City of Miami, Miami Parking Authority, Miami Dade County Traffic Engineering, Florida Department of Transportation) to investigate options for roadways configuration, right-of-way information especially with non -dedicated public right-of-way, and overall traffic control. Task No. 2.11 — Roadway Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract. Task No. 2.12 — Roadway Supervision Includes all efforts required to supervise all roadway technical design activities. Task No. 2.13 — Roadway Coordination Includes all efforts for the coordination with all disciplines of the project to produce a final set of construction documents. Work Activity 3: Roadway Plans Prepare Roadway, Traffic Control, Utility Adjustment Sheets, plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction: • Cover Sheet/Key Sheet • Notes to Reviewers • Signature Sheets • Summary of Pay Items • Summary of Quantities • General Notes • Key Map/Project Layout • Typical Sections approved by Public Works • Curve and Coordinate Data • Roadway Plans (Scale: 1" =40) • Roadway Profiles (Scale: Horizontal 1" = 40' and Vertical 1" = 4) • Intersection Details • Roadway Special Details • Roadway Cross Sections (Every 50 ft at Scale: 1" = 10' H & 1" = 5' V) • Temporary Traffic Control Notes, Plans and Details • Utility Adjustment Sheets (Scale: 1" = 40 ) • Utility Verification Sheet (SUE Data) • Topographic Survey • Roadway Soil Survey and Core Boring Sheets Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Work Activity 4: Drainage Analysis Analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. Task No. 4.1— Drainage Map Hydrology Create a (pre- and/or post -condition) working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. Task No. 4.2 — Design of Storm Drains Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drain pipes, and documentation. Task No. 4.3 — Design of Pump Station (Hydraulics) Hydraulic design and analysis of proposed pump station (East Little Havana) and hydraulic analysis of existing Lawrence pump station using ICPR or XP-SWMM analysis. Includes pump sizing, selection and system head -loss, operating point & TDH analysis. Task No. 4.4 — Design of Pump Station (Mechanical and Plumbing components) Design and analysis of pump station mechanical and plumbing components including but not limited to pump support system, force main, fittings, sluice gate, hatches, trash rack, emergency bypass stand pipe, valve box, air release valves, etc. Task No. 4.5 — French Drain Design Research existing French Drains within project limits that are to remain. Calculate length of French Drain required according to level of service requirements (using ICPR analysis). The Level of Service requirements are as follows: Drainage tributary areas will include the streets and 20' frontages of private property on either side. a. 5 year storm (rational method for self-contained systems) up to 24 hour duration — either with no overflow or positive discharge. No ponding. b. 5 year storm 1 hour storm event w/infiltration c. 25-year storm 6-hour storm for RER Permit Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. d. 100-year flooding below Finish Floor Elevation. Task No. 4.6 — Drainage Wells Design the discharge into deep wells to comply with regulatory requirements. Identify the location of the well, design the control structure/weir, and model the system using a routing program. Task No. 4.7 — Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions. This report will provide documentation of the existing drainage and permit conditions within the project area, identification of the drainage and/or permit requirements, analysis of alternative solutions (based on level of improvement and cost), and recommendations of a preferred alternative to be evaluated further to alleviate or eliminate the drainage problem. Task No. 4.8 — Other Drainage Analysis (Pump Station Siting and Disposal System Evaluation) Evaluate and conduct preliminary analysis to determine optimal pump station site and disposal system. Effort includes pump station siting evaluation, pump station preliminary layout development, pump station preliminary analysis and design, runoff disposal system siting evaluation, runoff disposal preliminary system analysis and design, and memo preparation. Task No. 4.9 — Drainage Field Reviews The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract. Includes all trips required to obtain necessary data for all elements of the drainage component. Task No. 4.10 — Drainage Technical Meetings Meet with the relevant drainage and permitting agencies having jurisdiction (e.g. City of Miami, SFWMD, Miami Dade County DRER, FDEP, Florida Department of Transportation, etc.) to coordinate drainage and permitting related items. Task No. 4.11 — Drainage Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all drainage related services furnished by the CONSULTANT under this contract. Task No. 4.12 — Drainage Supervision Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Includes all efforts required to supervise all drainage technical design activities. Task No. 4.13 — Drainage Coordination Coordinate with relevant agencies and all disciplines during design process. Provide the necessary coordination with the geotechnical sub -consultant to complete drainage analysis and report. The Consultant shall verify with Miami -Dade County DERM the contaminated areas where infiltration trenches or other drainage improvements are not permitted without environmental remediation. Work Activity 5: Drainage Plans Prepare Drainage plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and drainage scope of the project for the purposes of construction: • Drainage Maps (Scale" 1" = 50) • Grading and Drainage Plans (Scale: 1" = 40) • Drainage Profiles (Scale: Horizontal 1" = 40' and Vertical 1" = 4) • Summary of Drainage Structures • Drainage Structure Sheets • Miscellaneous Drainage Details • Pump Station Details • Stormwater Pollution Prevention Plan Notes • Stormwater Pollution Prevention Sheets (Scale: 1" = 40) Work Activity 6: Utilities The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring no conflicts exist between utility facilities and the City's construction project. The CONSULTANT shall certify all utility negotiations have been completed with arrangements made for utility work to be undertaken. Task No. 6.1— Identify Existing Utility Agency Owners (UAO)s Identify all utilities in the corridor; check with the City of Miami Public Works for Permits, Sunshine State One Call, Subsurface Utility Engineering (SUE) (commonly known as Soft Digs) Report, Design Location Survey, and Existing Plans; and conduct field visits to observe existing utilities. Task No. 6.2 — Make Utility Contacts Send plans and letters to each utility company, requesting their proposed system betterments and markup the plans. Task No. 6.3 — Individual / Field Meetings Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. The CONSULTANT shall meet with each UAO separately throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, optional clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. Task No. 6.4 — Collect and Review Plans and Data from UAO(s) Analyze and include relevant data in construction documents as necessary. Task No. 6.5 — Utility Design Meeting At a minimum of 3 weeks prior to the meeting, the CONSULTANT shall transmit two complete sets to each UAO having facilities located within the project limits, and one set to the City. The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss drainage, maintenance of traffic (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow- up information on compensable interest requests, discuss the utility work by highway contractor option with each utility, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and maintenance of traffic with each UAO. The intent of this meeting shall be to identify and resolve conflicts between utilities and proposed construction prior to completion of the plans, including utility adjustment details. Also recommend resolution between known utility conflicts with proposed construction plans as practical. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. Task No. 6.6 — Review Utility Markups and Work Schedules and Processing of Schedules and Agreements Review utility marked up plans individually as they are received for content and coordinate review with the designer. Task No. 6.7 — Utility Coordination / Follow-up This includes follow-up, interpreting plans, completing the UAO(s) work schedule and agreements, and providing utility clearance letters. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents to maintain project schedule. Ensure the resolution of all known conflicts. This task may be applied to all phases of the project. Prepare at each submittal phase an updated utility coordination matrix. Task No. 6.8 — Utility Constructability Review Review utility schedules against construction contract time and phasing for compatibility. Coordinate with the City's Project Manager. Task No. 6.9 — Contract Plans to UAO(s) Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. The CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s) via electronic delivery or another agreeable format. Task No. 6.10 — Certification / Close-out This includes hours for transmitting utility files to the UAO(s) and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the appropriate City's representative the following: All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, technical special provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. OR An on -site inspection was made, and no utility work will be involved. OR Plans were sent to the Utility Companies/Agencies and no utility work is required. Work Activity 7: Environmental Permits Gather all contract plans documentations to secure environmental permits required due to the proposed project improvements. Task No. 7.1— Preliminary Permit Project Research The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit requirements. The research shall include but should not be limited to a review of the project's Environmental Document, Natural Resources Evaluation Report, and Cultural Resources Assessment Survey Report. The CONSULTANT shall research any existing easements or other restrictions that may exist both within or adjacent to the proposed project boundary. Project research may include but should not be limited to review of available: District Right of Way files and databases; federal, state, and local permit files and databases; and local government information including county and property appraiser data. Any applicable information will be shown on the plans as appropriate. Task No. 7.2 — Other Environmental Permits The CONSULTANT shall identify all permitting needs and requirements, and prepare all required permit package to secure permit clearance. Based on the project scope, the following permits are anticipated: • South Florida Water Management District (SFWMD) ERP Permit • Miami -Dade County DRER Class II Permit • Florida Department of Environmental Protection (FDEP) Class V Permit. Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Work Activity 8: Siqninq and Pavement Markinq Analysis Analyze and document Signing and Pavement Markings tasks in accordance with all applicable manuals (latest editions), guidelines, standards, handbooks, procedures and current design memorandums as required by the MUTCD, City of Miami, Miami -Dade County and Florida Department of Transportation (FDOT). Task No. 8.1— Signing and Pavement Marking Reference and Master Design File The CONSULTANT shall prepare the Signing and Pavement Markings design file to include all necessary design elements and all associated reference files. Task No. 8.2 — Sign Panel Design Analysis Establish sign layout, letter size and series for non-standard signs. Task No. 8.3 — Signing and Pavement Marking Quantities Prepare the quantities for Signing and Pavement Markings as per latest FDOT Standards and various summary of quantity sheets. This includes all efforts required to develop the backup calculations and supporting documentation. Task No. 8.4 — Signing and Pavement Marking Field Reviews The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract. Includes all trips required to obtain necessary data for all elements of the Signing and Pavement Markings component, including signage inventory. Task No. 8.5 — Signing and Pavement Marking Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all Signing and Pavement Markings related services furnished by the CONSULTANT under this contract. Task No. 8.6 — Signing and Pavement Marking Supervision Includes all efforts required to supervise all Signing and Pavement Markings technical design activities. Task No. 8.7 — Signing and Pavement Marking Coordination Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Coordinate with relevant agencies and all disciplines related to the Signing and Pavement Markings related efforts during design process. Work Activity 9: Siqninq and Pavement Markinq Plans Prepare Signing and Pavement Markings plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction: • Signage & Pavement Marking General Notes • Signage & Pavement Marking Quantities • Signage & Pavement Marking Plans (Scale: 1" = 40) • Guide Sign Worksheets Work Activity 10: Signalization Analysis Conduct signalization analysis in accordance with all applicable manuals (latest editions), guidelines, standards, handbooks, procedures and current design memorandums as required by the MUTCD, City of Miami, Miami -Dade County and Florida Department of Transportation (FDOT). As per pre -negotiation meeting, the signalization analysis will be limited to include incidental loop replacement due to pavement reconstruction at the following signalized intersections: • SW 16 Avenue and W Flagler Street Task No. 10.1 — Signalization Quantities Prepare the quantities for signalization as per latest FDOT Standards and various summary of quantity sheets. This includes all efforts required to develop the backup calculations supporting documentation. Task No. 10.2 — Other Signalization Analysis The CONSULTANT shall prepare the Signalization master file to layout the loop replacement and window loops. This information will be depicted on the Signing and Pavement Markings plans. Task No. 10.3 — Signalization Field Reviews The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract. Includes all trips required to obtain necessary data for all elements of the signalization component. Task No. 10.4 — Signalization Quality Assurance/Quality Control Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all signalization related services furnished by the CONSULTANT under this contract. Task No. 10.5 — Signalization Supervision Includes all efforts required to supervise all signalization technical design activities. Task No. 10.6 — Signalization Coordination Coordinate with relevant agencies and all disciplines related to the signalization related efforts during design process. Work Activity 11: Lighting Analysis & Plans Not applicable to this contract as any required light pole relocation will be part of the utility relocation schedule (to be relocated by FP&L). Work Activity 12: Landscape Architecture Analysis & Plans Refer to Appendix "B-1" for detailed Landscape scope provided by our sub -consultant WGI. Work Activity 13: Contamination Impact Assessment (Optional Services) Refer to Appendix "B-1" for detailed Contamination Impact Assessment provided by our sub - consultant WGI. Work Activity 14: Structural Analysis & Plans Refer to Appendix "B-2" for detailed Structural scope provided by our sub -consultant Chrome Engineering, Inc. Work Activity 15: Mechanical and Electrical Analysis & Plans Refer to Appendix "B-3" for detailed Mechanical and Electrical scope provided by our sub - consultant SEC (Smith Engineering Consultants, Inc.) Work Activity 16: Public Information Support Refer to Appendix "B-4" for detailed Public Information related services provided by our sub - consultant HML. Work Activity 17: Topographic Survey, Mapping and Scanning Refer to Appendix "B-5" for detailed Topographic Survey, Mapping and Scanning scope provided by our sub -consultant Longitude Surveyors. Work Activity 18: Geotechnical Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Refer to Appendix "B-6" for detailed Geotechnical scope provided by our sub -consultant HR Engineering Services, Inc. (HRES). Work Activity 19: Subsurface Utility Enqineerinq (SUE) Test Holes — Optional Service Refer to Appendix "B-4" for detailed SUE Test Hole scope provided by our sub -consultant Longitude Surveyors. Work Activity 20: Post Desiqn Services An allowance of 10% of the total Prime Consultant Basic Services Lump Sum design fee is allocated for Post Design Services. The post design services will attend pre -construction meetings, monthly construction meeting, review shop drawings, revise plans as needed due to unforeseen conditions, field reviews and respond to RFI's. VI. SUBCONSULTANTS The Sub -Consultants listed below will assist in the performance of the Work. Sub -Consultant Name Specialty or Expertise Chrome Engineering, Inc. Structures Smith Engineering Consultants, Inc. (SEC) Mechanical and Electrical GFT, Inc. CEI (Optional) Longitude Surveyors Survey and SUE WGI Landscape, Environmental Services HRES, Inc. Geotechnical Engineering HML Public Outreach, LLC Public Information Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. IV. SCHEDULE OF WORK — TIME OF PERFORMANCE Consultant shall submit the Deliverables and perform the Work as depicted in the tables below SCHEDULE OF DELIVERABLES Task or Activity ID # Task Name and/or Activity Description Duration (weeks) Projected Start Date Projected Finish Date* 1 Preliminary Investigations, Field Reviews, Technical Meetings 10 NTP NTP + 10 weeks 2 Topographical Survey 12 NTP NTP + 12 weeks 3 Geotechnical Testing 10 NTP + 2 weeks NTP + 12 weeks 4 Environmental Activities — Level 1 Contamination Screening, NEPA Evaluation, Environmental Permitting Support (Optional Services — Only if Requested by City) 16 NTP NTP + 16 weeks 5 15% Submittal (Typical Section Package and Pump Station Siting and Value Engineering Memo) 8 NTP + 8 weeks NTP + 16 weeks 6 15% Submittal Review 4 NTP + 16 weeks NTP + 20 weeks 7 30% Roadway, Drainage, Signing and Pavement Markings and Landscaping Analysis and Plans, Agency Coordination, Technical Meetings. 10 NTP + 14 weeks NTP + 24 weeks 8 30% Plans Review 4 NTP+24 weeks NTP+28 weeks 9 60% Roadway, Drainage, Structures, Signing and Pavement Markings and Landscaping Analysis and Plans, Agency Coordination, Technical Meetings 16 NTP + 28 weeks NTP + 44 weeks 10 60% Review 4 NTP + 44 weeks NTP + 48 weeks 11 Permitting Agency Coordination, Submittal of Permits, responses to comments, re -submittal and Permit approvals for the following permits: • South Florida Water Management District (SFWMD) ERP Permit • Miami -Dade County DRER Class II Permit • Florida Department of Environmental Protection (FDEP) Class V Permit. • Miami -Dade County Public Works • City of Miami Tree Permit 16 NTP + 48 weeks NTP + 64 weeks Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. 12 Subsurface Utility Engineering (SUE) (Optional Service) 4 NTP + 44 weeks NTP + 48 weeks 13 100% Roadway, Drainage, Structures, Signing and Pavement Markings and Landscaping Analysis and Plans, Agency Coordination, Technical Meetings 16 NTP + 48 weeks NTP + 64 weeks 14 Post Design Services by Ribbeck Engineering, Inc. TBD During Construction • An updated schedule, indicating actual delivery dates, based on the listed durations, will be provided to the City upon receipt of NTP. The above durations include 4 weeks duration for review time by the between each submittal. V. COMPENSATION The fees estimate and staff hour backup can be found under Appendix A. A summary of the compensation is list on the next page. Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. SUMMARY OF COMPENSATION Task or Activity ID # Major Task Name and/or Activity Description Fee Amount Fee Basis 1 Project General Tasks $131,082.90 Lump Sum 2 Roadway Analysis $843,134.40 Lump Sum 3 Roadway Plans $452,545.00 Lump Sum 4 Drainage Analysis $581,238.30 Lump Sum 5 Drainage Plans $432,697.40 Lump Sum 6 Utility Coordination $94,888.00 Lump Sum 7 Environmental Permits $47,565.80 Lump Sum 8 Signing & Pavement Marking Analysis $122,293.00 Lump Sum 9 Signing & Pavement Marking Plans $50, 787.70 Lump Sum 10 Signalization Analysis $6,957.10 Lump Sum 11 Lighting Analysis & Plans N/A N/A 12 Landscape Analysis & Plans $80,367.29 Lump Sum 14 Structural Analysis & Plans $30,311.60 Lump Sum 15 Mechanical and Electrical Analysis & Plans $29,075.00 Lump Sum 16 Public Outreach Support Services $16,181.84 Lump Sum Subtotal Professional Fees — Basic Services - LS $2,919,125.33 Lump Sum 17.a Topographical Survey & Mapping $136,228.70 Lump Sum 17.b Utility Scanning & Mapping $84,950.00 Lump Sum 18 Geotechnical Testing $92,102.70 Lump Sum Subtotal Professional Fees — Survey & Geotechnical — Basic Services - LS $313,281.40 Lump Sum Subtotal Professional Fees — Basic Services $3,232,406.73 Lump Sum OS1.a Roadway Analysis, Roadway Plans, Drainage Analysis, Drainage Plans, S&PM Analysis, S&PM Plans — Optional Services Scope 1 $150,327.30 Lump Sum OS1.b Landscape Analysis & Plans— Optional Services Scope 1 $8,542.00 Lump Sum Subtotal Professional Fees — Optional Services (LS) — Scope 1— Implementation of Value Engineering $158,869.30 Lump Sum 0S2.a Roadway Analysis, Roadway Plans — Optional Services Scope 2 $82,232.90 Lump Sum 0S2.b Public Outreach Support— Optional Services Scope 2 $38,245.20 Lump Sum Subtotal Professional Fees — Optional Services (LS) — Scope 2 — Harmonization due to raising of roadway $120,478.10 Lump Sum 0S3.a Roadway, Drainage, SPM Analysis & Plans — Optional Services Scope 3 $127,745.00 Lump Sum 0S3.b Landscape Analysis & Plans— Optional Services Scope 3 $14,674.17 Lump Sum Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. Subtotal Professional Fees — Optional Services (LS) — Scope 3 — Project Segmentation $142,419.17 Lump Sum 13 Contamination Assessment— Optional Services $36,898.58 Lump Sum Subtotal Professional Fees — Optional Services - LS $458,665.15 Lump Sum 17. c Topographical Survey & Mapping $6, 699.63 Lump Sum 17.d Utility Scanning & Mapping $3,850.00 Lump Sum 18.a Geotechnical Testing $9,600.76 Lump Sum Subtotal Professional Fees — Survey & Geotechnical — Optional Services - LS $20,150.39 Lump Sum 19.a Subsurface Utility Engineering (SUE) Test Holes (Basic Scope) $78,000.00 Limited Amount 19.b Subsurface Utility Engineering (SUE) Test Holes (Optional Scope) $7,800.00 Limited Amount Subtotal Professional Fees — Optional Services - LA $85,800.00 Limited Amount Subtotal Fees $3,797,022.27 20 Allowance for Post Design Services (10% of Prime Consultant Basic Services) $276, 318.96 Limited Amount 22 Allowance for Public Outreach support Materials $2,500.00 Limited Amount 24 Allowance for Geotechnical Exploration Permit Reimbursement $4, 500.00 Limited Amount Allowance Total $283,318.96 Limited Amount Project Grand Total $4,080,341.23 Consultant shall perform the Work detailed in this Proposal for a Total Basic Services fee of $3,232,406.73, and a Total Optional Services fee of $847,934.50. The City shall not be liable for any fee, cost, expense or reimbursable expense or other compensation beyond this amount that is within the scope listed above. Said fee includes an allowance for Reimbursable Expenses required in connection with the Work, which shall not exceed $7,000.00. Said Reimbursable Expenses shall be used in accordance with the Agreement Provisions and shall conform to the limitations of Florida Statutes § 112.061. *Note: Compensation should match the Task and Activities identified. VI. ALLOWANCE FOR ADDITIONAL SERVICES The City may establish an allowance for additional services requested by the City and for unforeseen circumstances, which shall be utilized at the sole discretion of the City. VII. PERMIT FEES Permit fees have not been included under this estimate. Once the permits have been submitted, the CONSULTANT will provide the amounts that need to be paid for the permitting processing and fee. The CITY will issue checks for the required amounts. Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK Engineering, Inc. VIII. DATA PROVIDED BY CITY CITY shall provide the CONSULTANT if available: • City of Miami Storm Atlas Maps • City of Miami Underground Maps • City of Miami Municipal Maps • Resident complaints within project area • NPDES complaints within project area • Traffic data to assist in the preparation of Typical Section Package and Pavement Design Package • Special details of landscaping as utilized by the City VIIII. PROJECT MANAGER CONSULTANT'S Project Manager for this contract will be Carlos Ribbeck, PE. Submitted by: Carlo ' lb Ribbeck Engineering, Inc. Reviewed and approved in concept recommended by: Javier Romero, Project Manager Department of Resilience and Public Works Roadway Infrastructure Ribbeck Engineering, Inc. 1 14335 SW 120th ST, Suite 205 Miami, Florida 33186 1 (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit A — Project Limits Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Ul f 41, NW 2nd SW 1st Stl SW3rd St SW 6th St SW 7th St 5 PUMP STATION Riverside Elementary 5 n _ L:uuHLJI L� I - 1ILL J JD 1-1 ) __ - co r n 0 0 LIU _D - n FT' GAV W8 MS let St W Flagler St SW 1st St SW 2nd St SEW -arm Bt- — — Ada Merritt I Center So: ... c. SW 5th St „ swetlr$t -- Esti Community Maps Contributors, Miami -Dade County, FDEP, J OpenStreetMap, Microsoft, Esri, TomTorn, Garmin Sa eGra h, GeoTechnololyes.InC,.lMETI/ — )141 A. USGS. EPA. NPS, U5 Census Bureau llIMlt1 E 5. —1I • ENERGYPISSIPATOR EXISTING GRAVITY PIPES 78 j] PROP. PUMP STATION — — 36 _ ROADWAY/D(WNNGE Irk (P5, •AREASW/IN-LINEINTECTION 92 ROADWAY/DRAINAGE IMP. WFlIe --M4 0 (SELF CONTAINED) O AREAS WI GRAVITY WELTS — — 48 = ROADWAY RESTORATION ONLY ® PROP. FRENCH DRAIN a 51 0 PROP. PROTECT BOUNDARY PROP. FOR07MAN PROP. CONVEYANCE PIPE a "56 uWAENCE PS - 66 - 72 LAWRENCE PS 601N FM East Little Havana Flood Improvements 0 500 1,000 Feet CITY COMMISSION DISTRICT 3 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit B — Low Lying Roads Docusian Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 to to ID "—N_W_1ST ST —NW_FLAGLER TER 1. 1T H18TTMS oo 3AV-H18VMS SW 3RD ST SW 4TH_ST rF, x 1 cx r NMI MN INN LEGEND East Little Havana Critical Streets Street Minimum EL. < 4.50' NAVD n Street Minimum EL. >= 4.50' NAVD F+ trj x D D IIIIIIIIr m 111111111 W=FLAGLER-STD III UIINNII r I11 SW F,LAGLER TE II NW=2ND ST Li Ir. imorm. animl moo MING aum. 111111 1111111 F+tru SW=1ST--ST NWL1S-T_ST ■ ■ SW2ND_ST uam SW 4TH=ST F+ x SW3RDS W-5TH,ST SW_6TH-STL— EMU 1 SW17TH7 11111110 11111111 I^ 14, ■ is 3M HJZT=MS ICI m IMRE F+— x m 500 500 1,000 ft 11111 III III Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit C - Plan Sheet Clipping Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit D - Tentative Project Schedule Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MA iH City of Miami Project No. 40-B233804 - East Little Havana Flood Mitigation Improvements RIBBECK ingmewl Inc. FLORIDA qv ID Task Name Duadun Start Tlnlsn Predecessors Feb• I Mar I Apr au Jun Jul Aug I Sep I Oct I Nov I Dec �202 I I Apr I May I Jun I TOTAL PROJECT DURATION 326 days Mon2116126 Mon 5117127 K• NOTICE TO PROCEED 13 days Mon 2116E26 Wed 31426 M E 1 Prepare and mecute subconsultant agreements 5days Mon2116126 Fri2120126 Prepare and Submit KM Plan 5 days Mon 2116126 Fri 2120126 Kickoff Mwting 1day Mon 2123126 Mon212326 4,3 SURVEY 55 days Tue2124126 Mon 5111126 • Survey field and office work 45 days Toe212426 Mon412726 5 Submt Final Survey (Signed &Sealed) 10 days Tue412826 Mon511126 7 GEOTECHNICAL EXPLORATION 55 days Tue 2124126 Mon 5111126 • Prepare geotechnical request documents and receive clearance from City 20 days Toe212426 Mon312326 5 Perform field mploration 20 days Toe312426 Mon412026 10 Prepare and submit genechnical report 15 days Tue412126 Mon511126 11 UTILITY COORDINATION 297 days Thu 3119126 Fri51]12] • 14 Gather Utility Agency Owners 1 day Thu 3119126 Thu 3119126 2F5+10 days Submt Initial Utility Contact Plan Set to 2AOs 5 days Fn 312026 Thu 326126 14 Receive and Review UAPs Madeups and As.WiIts 40 days Fn411026 Thu614126 15F5+10 days Submt 607G Engineering Flans, Matra to 2AOs & Receive Responses 40 days Fn 12125126 Thu 2118127 44 Secure Utility Work Schedules and Agreements with UAOs 30 days Fn 312627 Thu 5R127 17 6755.15 days Complete Utility Certification Package 1day Fn517127 Fri517127 18 20 CONTAMINATION IMPACT ASSESSMENT (OPTIONAL SERVICES) 110 days Mon 22326 Fri7124126 Conduct contamnation deckitop review. 110 days Mon2123126 Fri7124126 3,4 22 152SUBMITTAL (TYPICAL AND PUMP STATION MEMO) 71 days Tue 4114126 Tue 7121126 • / 23 PREPARE TYPICAL SECTION PACAKGE 71 days Tue 4114126 Tue 712112624 • / PACKAGE 10days 'Toe61926 Mon 69126 24510 days / 25 IONSec TYPICAL SECTION TYPICAL SECTION PACKAGE SUBMITTAL (day Tue 61926 Tue fJ9126 24 26 City Review of Typical Section Package 120 days Wed 6110126 Tue 717126 25 27 Address comment, update typical section pecakge recubmt and receive approval 10 days Wed 7R126 Tue 7121126 26 28 PREPARE PUMP STATION SITING AND DISPOSAL MEMO 71 days Tue 4114126 Tue 712112629 • / PreparePumpStation Siting and 10days Toe61926 Mon 69126 29510 days / 30 Pump Station Siting and Disposal Memo Submittal p,,,I Memo Su (day Tue 61926 Tue fJ9126 29 City Review of Pump Station Siting and Disposal Memo 120 days !Wed 6110126 !Tue 717126 30 32 Address comment, update memo, resubmit and receive approval 110 days )'Wed 7R126 )Tue 7121126 31 302 DESIGN AND PLANS 101 days Wed 511326 Wed 9130126 Prepare 316G Analysis and Plans 60 days Wed 5113126 Tue 814126 25E620 days30F: 4 35 Prepare Drainage Report 20 days Wed 7R126 Tue 814126 34E620 days 36 OARC of302 documents andlmplememation 5days Wed815126 !Toe8111126 35 37 302 Submittal (day Wed8112126 ''Wed8112126 36 38 City Review of 302 Plana 20 days Thu 8113126 Wed 919126 37 39 Respond to 307G Review Comments 15 days Thu 9110126 Wed 9130126 38 602 DESIGN AND PLANS 111 days Thu 9110126 Thu 2111127 • Prepare 616G Analysis and Plans 70 days Thu 9110126 Wed 12116126 ,38 42 Update 0Report 15 days Thu 112626 -Wed 1211 26 41E615 days 43 UDC of o1602 documents and lmplememmion 5days Thu 12117I26 Wed 12123126 Ra 602Submittal 1 day Thu 12124126 Thu 12124126 43 45 City Review of 602 Plana 20 days Fri12:25126 Thu1121re. 44 46 Respond to 607G Review Comments 15 days Fn 112227 Thu 2111127 45 PERMITTING SET 21 days Fri 1122121 Fri 2119127 • B Implement 607G Review Comments 20 days Fn 112227 Thu 2118127 45 t P3 Prepare and submit 616G Roadway and Drainage Perrritang Progress Set 1 day Fn 211927 Fri 2119127 48 53 PERMITTING AGENCY COORDINATION 60 days Mon 22221 Fri5114127 49 SFWMO ERP Ponit 60 days Mon 2122127 Fri 5114127 49 52 ORER Class II Permt 60 days Mon 2122127 Fri 5114127 49 53 FOP Class V Pernit 60 days Mon 2122127 Fri 5114127 49 MiamrOade County Public Works 60 days Mon 2122127 Fri 5114127 49 55 City of Miami Tree Pernit 60 days Mon 2122127 Fri 5114127 49 1002 DESIGN AND PLANS 02 days Fri 1122121 Mon 5117127 • 57 Prepare1m% Analysis and Plans 60 days Fn112227 Thu4115127 45 r 22II 58 Prepare 1011% Oraiange Report 15 days !Fn312627 !Thu4115127 5I55+45 days �1 11 59 Update Cost Estimate 5days IF11419127 1Thu4115127 57E65 days 60 OARC of 1002 Plana and Implementation 5days Fri 4116127 Thu 4122121 59 ♦,I Submit Final Plana and Reports (day Mon 511]2] Mon 5117127 60,19,51,52,53,562 PRODUCTION II days Toe511812] Tue511812 65 Plans Signed and Sealed Rans and Resorts (day Tue 511827 Tue 511812] 61 Sealed Prepare Contract Package 10 days Wed 5119127 Tue 611127 63 Submit Contract Package f or Advertisement (day Wed 62121 Wed 61221 64 P am[Je�4® 233em—E a eHakn D Sat 1/31/25 a — summary �• Rolled Up MI one O ExternalTasks Ina.. Inle ne a ulon my Strtonly External Mlle one re ask Rolled Up Task IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� Rolled Up Pr gres PJ t ry �'• nacrve Summary Manual Summar,rzllup♦ Onobsonly ‘,1 Progres MII tone ♦ Rolled Up OnkcalTask Sulllt Gmup By Summary •• Manual Task ManulSummar, ♦ Etemal Tasks • Deadllme p Page 1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix A — Fee Proposal (Prime and Sub -consultants) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Consultant Name: Ribbeck Engineering, Inc. Contract No.: Date: 3/30/2026 Estimator: Hans Ribbeck, P.E. Project: City of Miami Allapatah Neighborhood Improvements Project No.: RFQ-23-24-004 STAFF CLASSIFICATION Job Classification Staff Project Manager Carlos Ribbeck, PE Rate: $80.00 Lead Roadwy Engineer Hans Ribbeck, PE Rate: $86.00 Senior Engineer Maher Maaliki, PE Rate: $86.00 Lead Stormwater Engineer Francis Mitchell, PE Rate: $80.00 Project Engineer Johanna Ribbeck, PE Rate: $84.00 Engineering Intern Javier Veliz, El Rate: $60.00 Designer Luis Rodriguez Rate: $54.00 Designer Elmer Rodriguez Rate: $45.00 Senior CADD Technician Horacio Lopez Rate: $41.00 Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/ Activity Man hours Cost/Activity 1 Project General Tasks 122 $9,760 122 $10,492 61 $5,246 61 $4,880 61 $5,124 61 $3,660 61 $3,294 61 $2,745 610 $45,201.00 $74.10 2 Roadway Analysis 432 $34,560 432 $37,152 432 $37,152 432 $34,560 432 $36,288 648 $38,880 648 $34,992 432 $19,440 432 $17,712 4,320 $290,736.00 $67.30 3 Roadway Plans 232 $18,560 232 $19,952 232 $19,952 232 $18,560 232 $19,488 348 $20,880 348 $18,792 231 $10,395 231 $9,471 2,318 $156,050.00 $67.32 4 Drainage Analysis 298 $23,840 298 $25,628 298 $25,628 298 $23,840 298 $25,032 447 $26,820 447 $24,138 297 $13,365 296 $12,136 2,977 $200,427.00 $67.33 5 Drainage Plans 222 $17,760 222 $19,092 222 $19,092 222 $17,760 222 $18,648 332 $19,920 332 $17,928 221 $9,945 221 $9,061 2,216 $149,206.00 $67.33 6 Utility Coordination 49 $3,920 49 $4,214 49 $4,214 49 $3,920 49 $4,116 72 $4,320 72 $3,888 48 $2,160 48 $1,968 485 $32,720.00 $67.46 7 Enviromental Permits 24 $1,920 24 $2,064 25 $2,150 25 $2,000 25 $2,100 36 $2,160 36 $1,944 24 $1,080 24 $984 243 $16,402.00 $67.50 8 Signing & Marking Analysis 63 $5,040 63 $5,418 63 $5,418 63 $5,040 63 $5,292 94 $5,640 94 $5,076 61 $2,745 61 $2,501 625 $42,170.00 $67.47 9 Signing & Marking Plans 26 $2,080 26 $2,236 26 $2,236 26 $2,080 26 $2,184 40 $2,400 39 $2,106 25 $1,125 26 $1,066 260 $17,513.00 $67.36 10 Signalization Analysis 4 $320 4 $344 4 $344 4 $320 3 $252 5 $300 4 $216 4 $180 3 $123 35 $2,399.00 $68.54 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Total Staff Hours 1472 1472 1412 1412 1411 2083 2081 1404 14,089 Total Staff Cost $117,760.00 $126,592.00 $121,432.00 $112,960.00 $118,524.00 $124,980.00 $112,374.00 $63,180.00 $952,824.00 $67.63 Total % of Work by Position 10.4% 10.4% 10.0% 10.0% 10.0% 14.8% 14.8% 10.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: nay, ar /tlay = $ 4- man Survey Crew: ,„crew. / day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 1 - SUBTOTAL ESTIMATED FEE (Prime Basic Services - Lump Sum): (multiplier 2.90) Subconsultant: WGI (Landscape) Subconsultant: Chrome Engineering (Structures) Subconsultant: SEC (Electrical) HML (Public Outreach Support) Subconsultant: 2 - SUBTOTAL ESTIMATED FEE (Basic Services - Lump Sum): Survey Fee (or Survey Crew Fee): Longitude (Survey) Survey Fee (or Survey Crew Fee): Longitude (Utility Scans & Mapping) Geotechnical Field and Lab Testing: HRES (Geotechnical) 3- SUBTOTAL ESTIMATED FEE (Survey and Geotechnical - Basic Services - Lump Sum) Optional Services (Lump Sum) - Scope 1 - Implementation of Value Engineering Prime Consultant Ribbeck Engineering, Inc. (Optional Services) Subconsultant: WGI (Landscape - Optional Services) Optional Services (Lump Sum) - Scope 2 - Harmonization due to raising of roadway Prime Consultant Ribbeck Engineering, Inc. (Optional Services) Subconsultant: HML (Public Outreach - Optional Services) Optional Services (Lump Sum) - Scope 3 - Segmentation of the project Prime Consultant Ribbeck Engineering, Inc. (Optional Services) Subconsultant: WGI (Landscape - Optional Services) Optional Services (Lump Sum) - Contamination Assessment Subconsultant: WGI (Contamination Assesment - Optional Services) 4- SUBTOTAL ESTIMATED FEE (Optional Services - Lump Sum) Survey Fee (or Survey Crew Fee): Longitude (Survey - Optional Services) Survey Fee (or Survey Crew Fee): Longitude (Utility Scans & Mapping - Optional) Geotechnical Field and Lab Testing: HRES (Geotechnical - Optional Services) 5- SUBTOTAL ESTIMATED FEE (Survey and Geotechnical - Optional Services - Lump Sum) Subconsultant: Longitude (Test Holes @ 120 units for basic scope) Subconsultant: Longitude (Test Holes @ 12 units for optional scope) 6- SUBTOTAL ESTIMATED FEE (Optional Services - Limited Amount) Post Design Services (Allowance (10% of Prime Basic Services) Ribbeck Engineering Reimbursables (Allowance) HML (PIO Expense) Reimbursables (Allowance) HRES (Geotechnica - Permit Reimbursement) 7- SUBTOTAL ESTIMATED FEE (Allowance) GRAND TOTAL ESTIMATED FEE: $2,763,189.60 $80,367.29 $30,311.60 $29,075.00 $16,181.84 $2,919,125.33 $136,228.70 $84,950.00 $92,102.70 $313,281.40 $150,327.30 $8,542.00 $82,232.90 $38,245.20 $127,745.00 $14,674.17 $36,898.58 $458,665.15 $6,699.63 $3,850.00 $9,600.76 $20,150.39 $78,000.00 $7,800.00 $85,800.00 $276,318.96 $2,500.00 $4,500.00 $283,318.96 $4,080,341.23 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: Project No.: B-233804 Description: East Little Havana Flood Improvements Consultant Name: Chrome Engineering, Inc. Contract No.: 26-03 Date: 1/16/2026 Estimator: Oscar J. Cruz, PE STAFF CLASSIFICATION Job Classification Staff Applicable Rate Chief Engineer 1 Jorge A. Canales Rate: $70.00 Senior Engineer Oscar J. Cruz Rate: $90.00 Designer Fernando Cruz Rate: $38.00 Engineering Techniciar Michael Lemus Rate: $38.00 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 12 32 $840 $2,240 12 32 $1,080 $2,880 12 32 $456 $1,216 12 32 $456 $1,216 48 128 $2,832 $7,552 $59.00 $59.00 2 3 4 5 6 7 8 9 10 11 12 13 14.a Structures- Misc. Tasks, Dwgs, Non -Tech. 14.b Structures -Miscellaneous 15 16 17 18 19 20 21 22 23 24 25 26 Total Staff Hours 44 $3,080.00 44 $3,960.00 44 $1,672.00 44 $1,672.00 176 $10,384.00 $59.00 Total Staff Cost Total % of Work by Position 25.0% 25.0% 25.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 25.0% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $30,113.60 $30,113.60 $30,113.60 $30,113.60 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana Flood Mitigation Project No.: B- 233804 Description: Consultant Name: SEC, Inc. Contract No.: Date: 1/18/2026 Estimator: Larry Smith, PE STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal Larry Smith, PE Rate: $94.83 Engineer uther air PE Rate: $77.59 Assistant Engineer Steve Hockman Rate: $60.34 CADD Designer Den ilni off Rate: $43.10 Clerical Lexi Smith Rate: $25.86 Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average — Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Mechanical and Electrical 16 17 18 19 20 21 22 23 24 25 26 27 14 $1,328 58 $4,500 36 $2,172 44 $1,897 5 $129 157 $10,026 $63.86 Total Staff Hours Total Staff Cost 14 $1,327.59 58 $4,500.00 36 $2,172.41 44 $1,896.55 5 $129.31 157 $10,025.86 $63.86 Total % of Work by Position 8.90/0 36.9% 22.9% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 28.0% 3.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $29,075.00 $29,075.00 $29,075.00 $29,075.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana - Basic Services Project No.: B- Description: Consultant Name: HML Public Outreach Contract No.: Date: 1/16/2026 Estimator: HML Public Outreach STAFF CLASSIFICATION Job Classification Staff Applicable Rate Senior Community Oureach Specialist Heather M. Leslie Rate: $42.00 Outreach Support Specialist Aurora Gonzalez Rate: $32.00 Position 3 name Rate: Position 4 name Rate: Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Community Awareness Plan 2 Notifications 5 $210 $630 $84 $210 $420 $420 12 $384 $1,120 $480 $320 $800 $960 17 50 17 15 35 40 $594 $1,750 $564 $530 $1,220 $1,380 $34.94 $35.00 $33.18 $35.33 $34.86 $34.50 15 2 5 10 10 35 15 10 25 30 3 Preparing Mailing List 4 Preparing PowerPoint Presenation 5 Public Meeting Preparations 6 Public Meeting Attendance/Follow up 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 47 $1,974.00 127 $4,064.00 174 $6,038.00 $34.70 Total Staff Cost Total % of Work by Position 27.0% 73.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.68) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Sub 3 Subconsultant: Sub 4 Subconsultant: Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $16,181.84 $16,181.84 $16,181.84 $2,500.00 $18,681.84 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 1/16/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 168 $10,159 24 $1,904 100 $3,721 60 $2,971 352 $18,755 $53.28 2 Landscape Plans 60 $3,628 20 $1,587 54 $2,009 35 $1,733 169 $8,958 $53.00 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 228 44 154 95 521 Total Staff Cost $13,787.16 $3,490.96 $5,730.34 $4,704.40 $27,712.86 $53.19 Total % of Work by Position 43.8% 8.4 29.6% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 18.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $80,367.29 $80,367.29 $80,367.29 $80,367.29 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project East Little Havana - Flood Improvements Project I (Optional) TASK 2 Accepted Project No.: B- Description: Topographic Survey - (Optional) SUE Quality Level'B" Designation - (Optional) SUE Quality Level "A" Soft -Digs Consultant Name: Longitude Surveyor's LLC. Contract No.: Date: 1/13/2026 Estimator: Giovanni Cueto - Luis Suarez - Eduardo Suar( STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal -in -charge Eduardo M. Suarez Rate: $60.34 Project Surveyor & Mapper Telva Morejon Rate: $46.55 Survey Technician Jose Monzon Rate: $31.03 Rate: Rate: Rate: Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Topographic Survey 40 $2,414 63 $2,933 417 $12,940 520 $18,286 $35.16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 40 63 417 520 Total Staff Cost $2,413.60 $2,932.65 $12,939.51 $18,285.76 $35.16 Total % of Work by Position 7.7% 12.1% 80.2% ESTIMATE OF SURVEY CREW COSTS 1 3 - man Survey Crew: 52 crew days at 4 - man Survey Crew: crew days at $1,600.00 / day = $ 83,200.00 / day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.9) Subconsultant: Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: 3 - SUBTOTAL ESTIMATED FEE: (Optional) SUE Quality Level "B" Designation (Optional) SUE Quality Level "A" Soft -digs (Allowance) GRAND TOTAL ESTIMATED FEE: $53,028.70 $53,028.70 $ 83,200.00 $136,228.70 $84,950.00 $78,000.00 $299,178.70 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SURVEYING • MAPPING 3D SCANNING • SUE • DRONE (UAS) 7700 North Kendall Drive, Suite 705 Miami, Florida 33156 LONGITUDE LB 7335 • Tel: (305) 463-0912 SURVEYORS Tuesday, January 13, 2026 Mr. Hans Ribbeck, MSEM, P.E. hr@ribbeck.co Ribbeck Engineering, Inc. 1435 Southwest 120 Street, Suite 205 Miami, FL 33186 954.918.6769 RE: Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the East Little Havana Flood Improvements Project located within Miami, FL. Dear Mr. Ribbeck, According to your request regarding a fee estimate for Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the above -referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to submit the following proposal for your consideration. A. SCOPE OF WORK: ➢ TASK 1 — Topographic Survey: LS will perform a Topographic Survey in accordance with the City of Miami Department of Resilience and Public Works (RPW) design submittal requirements. Work will be performed under the direction of a Florida - licensed Professional Surveyor and Mapper, and the final deliverables will meet the specifications required for submittal to the City of Miami RPW. 1. LS will present rights -of -way computing field evidence, plats, deeds, and other relevant documentation related to the project. Lot lines and ownership lines, including locations, bearings, and dimensions, within the survey limits will be shown graphically. 2. LS will display any easements, covenants, restrictions, and other relevant information found on plats, deeds, and other public records related to the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. 3. LS will establish horizontal and vertical control within the limits of the survey. 4. The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, driveways (including material), curb and gutters, sidewalks, medians, fences and gates, walls, buildings, swales, concrete slabs, pedestrian ramps, signs, manholes, catch basins, utility boxes, utility poles, overhead utilities, and any other significant aboveground improvements and utilities within the survey limits. 6. LS will locate trees and palms that have a three (3) inch diameter or greater at breast height (DBH) or are twelve (12) feet in height or more significant, to include the following for each: scientific name, common name, diameter at breast height (DBH), height of tree, and canopy. A Tree Table will be provided. Tree identification and measurements are for mapping purposes only; LS is not a certified arborist, and this scope does not include arborist services. 7. Elevations equivalent to a twenty-five (25) foot grid will be collected throughout the survey limits, to include high and low points. Additional elevations will be collected to identify grade changes and features of interest within the survey limits. 8. LS will collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please Note: LS requests that the Client contact the corresponding city/department where the survey will be performed to ensure the structures are cleaned correctly. Alternatively, the Client may provide a contact for the city/department so that LS can reach out directly to arrange for the cleaning before the commencement of any work. 9. A Digital Terrain Model (DTM) of the resulting survey will be provided. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Tuesday, January 13, 2026 Page 2 TASK 2 — Subsurface Utility Engineering (SUE) Quality Level `B" Designating: 1. LS will perform Quality Level "B" SUE Designation services according to the American Society of Civil Engineers (ASCE) standards within the survey limits to determine if there are any underground utility conflicts. 2. LS will use surface detection equipment such as an Electromagnetic Locator and Ground Penetrating Radar (GPR). 3. Please note factors such as soil composition, moisture, and the type and depth of utility controls the effectiveness of the GPR. Saturated soils severely limit the effectiveness of the GPR signal. Additionally, confined or obstructed areas that restrict the scanning pattern can impede data collection and reduce the accuracy of the desired results. Any designated utility lines provided will be within two (2) feet horizontally of either side of the depicted line. 4. LS will collect any utility lines found. LS will show any collected lines on our CAD file deliverable. (Optional) TASK 3 — Subsurface Utility Engineering (SUE) Quality Level "A" Soft -Digs: 1. LS will coordinate and obtain Sunshine 811 dig tickets and mark one hundred twenty (12o) Soft -Dig locations with white paint ("white line") for the utilities. 2. LS will coordinate and provide Maintenance of Traffic (MOT) for the one hundred twenty (12o) Soft -Dig locations. 3. LS will perform Quality Level "A" Soft -Dig services at one hundred twenty (12o) locations to expose utilities and collect horizontal positions and vertical elevations of utility tops, while also attempting to obtain utility bottoms, sizes, and material types. 4. LS will locate the Soft -Dig horizontal positions referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment, and ground elevations referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will prepare the Verified Vertical Elevation and Horizontal Location (VVH) report for each Soft -Dig. SURVEY LIMITS: Limits to span ten (1o) feet past the route right-of-way wherever possible, as per the attached Exhibit, based on the project limits provided by the Client. DELIVERABLES: Soft -dig locations will be designated by the corresponding number from the Vacuum Excavation Reports for each Soft -Dig, along with pertinent information. LS will provide a digitally signed and sealed PDF and a Civil 3D CAD file of the resulting survey. Signed and sealed hard copies can be provided upon request. TIME & COST: The total professional fee to complete TASK >< described herein shall be a lump sum of $136,228.70. LS has an estimated four (4) calendar months from the date of the Notice to Proceed (NTP) to complete this task. The total professional fee to complete (Optional) TASK 2 described herein shall be a lump sum of $84,950.00. LS has an estimated two (2) calendar months to complete this task. The total professional fee to complete (Optional) TASK 3 described herein shall be a limited amount of $925.00/per hole for a total of $iii,000.00. In the event that (Optional) TASK 2 is accepted, the total professional fee to complete (Optional) TASK 3 may alternatively be performed at a limited amount of $65o.00/per hole for a total of $78,000.00. Notice to Proceed (NTP) is considered effective twenty-four (24) hours after this proposal agreement has been executed and returned to the undersigned. Please note: The fee for (Optional) TASK 3 includes Maintenance of Traffic (MOT), application, and/or permit fees associated with the services. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Tuesday, January 13, 2026 Page 3 I agree that by signing below, "I APPROVE AND ACCEPT," this proposal is a legally binding contract. By: Date: (Authorized Signature) Title: (Typed or printed name) On behalf of the firm, I thank you for the opportunity to present this proposal. We look forward to utilizing our best professional efforts on your behalf on this very important project. Respectfully Yours, Eduardo M. Suarez, PSM/President LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit Approximate Survey Limits 1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PRICE PROPOSAL FOR GEOTECHNICAL SERVICES: SPT BORINGS FOR PUMP STATION, FORCE MAIN, DEEP WELLS, PAVEMENT CORES AND PERCOLATION TESTS/SPT BORINGS LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 FINAL FIELD EXPLORATION a) HRES is planning to perform the following field exploration services: Pavement Cores - 20 pavement cores with no base and subbase thicknesses measurement. Force Main Borings - a total of 18 SPT borings, each to a depth of 20 feet to provide subsurface conditions along the FM alignments. Percolation Tests - Perform 8 constant head percolation tests to 2 depth intervals: 0 to 10 feet, and 0 to 15 feet. In addition, performing 5 SPT borings to 20 feet to provide subsurface conditions for the excavation of the French drains. Pump Station - Performing 1 SPT boring to 70 feet for the pump station well and 1 SPT boring to 25 feet for the generator concrete pad. b) Permits: City of Miami . All the boreholes are located along the existing roads and will require lane closures. The city requires an initial permit fee that is generally in the order of $400 (this fee is not waived). At the end of the permit review, the city also asks for a second fee that may range from $3k- $4k for this project. At this time, we don't have an idea the actual permit fee; therefore, we will assume $3, 000. c) Staff Engineer Time Require to Proceed Permit - A Staff Engineer will prepare the required permit package to be input in the city system. This permit will require a lot of coordination with the designer an the city project manager to be able to get it approved. HRES is assigning a minimum of 20 hours for this task. d) MOT Plans - To be provided by Ribbeck. The city requires an official set of plans for permit approval. e) HRES will contact One Call Sunshine FL 811. Reporting f) Provide three reports: one final roadway report that includes percolation test results/SPT borings, FM borings, and the information provided by the roadway borings. This report will also include the information from the pavements cores. One pump statio report. In addition, we will provide a statement to be used for the Reasonable Assurance Report (RAR) in conjunction with the environmental laboratory testing and the performance of two deep well SPT borings, each to a depth of 120 feet. g) The design team has requested very approximate infiltration values for each well. Using an unapproved methodology, the testing includes approximate infiltration values at 7, 10-ft. depth tests/SPT well. This infiltration well capacity is based on a testing procedure used for open hole test (similar procedure as per SFWMD) conducted on a 3.5" diameter casing. Based on this infiltration information, the potential infiltration capacity for the actual 24" diameter is approximately estimated using a correlation between casing diameters. This information must be considered very approximate since HRES is not testing the actual well diameter, and should be used for information purposes only and not for final design of the permanent deep well. It is understood that the purpose of this unapproved test is to provide very approximate infiltration values per 10 feet of well. For this particular reason, HRES is not responsible for the ultimate infiltration values obtained by the contractor during the installation of the deep wells. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 UNITS # OF UNIT TOTAL UNITS RATE $ FIELD EXPLORATION AND LABORATORY SERVICES: 1 SPT BORING TO 70 FEET, AND 1 SPT BORING TO 25 FEET (BOTH FOR THE PUMP STATION), 18 SPT BORINGS TO 20 FEET (FORCE MAIN), 8 PERCOLATION TEST LOCATIONS (2 DEPTHS EACH), 5 SPT BORINGS TO 20 FEET FOR FRENCH DRAINS, AND 20 PAVEMENT CORES WITHOUT BASE/SUBBASE MEASUREMENT 1.1a) Force Main: 18 SPT Borings to 20 feet: 18 x 20'=360 feet feet 360 $17.00 $6,120.00 1.1 b) Force Main: Temporary Casing 0'-50'=360 feet feet 360 $8.50 $3,060.00 1.1c) Force Main: Borehole Closing after boring performance 0'-50': 360 feet feet 360 $7.00 $2,520.00 2.1a) Pump Station: SPT Borings 0-50 feet: 50'+25'=75 feet feet 75 $17.00 $1,275.00 2.1 b) Pump Station: SPT Borings 50-100 feet: 20 feet feet 20 $18.00 $360.00 2.1c) Pump Station: Temporary Casing 0'-50'= 50'+25'=75 feet feet 75 $8.50 $637.50 2.1 d) Pump Station: Temporary Casing 50'-100'= 20 feet feet 20 $9.50 $190.00 2.1e) Pump Station: Borehole Closing after boring performance 0' 50': 75 feet feet 75 $7.00 $525.00 2.1f) Pump Station: Borehole Closing after boring performance 50' 100': 20 feet feet 20 $8.00 $160.00 3.1 a) Percolation Testing Open -End Borehole: a total of 8 tests, from 0 to 10 feet. Both tests performed in the same hole. each 8 $400.00 $3,200.00 3.1 b) Percolation Testing Open -End Borehole: a total of 8 tests, from 0 to 15 feet. Both tests performed in the same hole. each 8 $300.00 $2,400.00 3.1c) Percolation Test SPT Borings: 5 SPT Borings to 20 feet: 5 x 20'=100 feet feet 100 $17.00 $1,700.00 3.1d) Percolation Test SPT Borings: Temporary Casing 0'-50'=100 feet feet 100 $8.50 $850.00 3.1e) Percolation Testing & SPT: Borehole Closing after boring performance 0'-50': 8 x 15'+5 x 20'=220 feet feet 220 $7.00 $1,540.00 4.1 a) 20 pavement cores for asphalt thickness measurement only each 20 $120.00 $2,400.00 4.2) Rig Mobilization each 1 $500.00 $500.00 4.3a) Organic Content Tests each 5 $50.00 $250.00 4.3b) Fines Content Tests each 10 $50.00 $500.00 4.3c) Grain Size Tests each 5 $65.00 $325.00 4.3d) Corrosion Testing: Resistivity, Chlorides, pH, Sulfates each 3 $140.00 $420.00 Subtotal Field Exploration $28,932.50 42.5% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 MOT SERVICES 5.1 a) MOT Services - Barricades. The percolation tests (double test) may day 14 $400.00 $5,600.00 take 8/2=4 days; the SPT borings will take (360'+95'+100'=555')/70'=8 days; the pavement cores will take 20/10=2 days, for a total of 4+8+2= 14 days. The daily barricades use consists of: 100 cones, 16 traffic signs and one arrow target sign used for lane closures. 5.2b) MOT Services - Engineering Technician Services. All roadway hour 60 $81.20 $4,872.00 segments have two lanes, most have the same direction. Minimum time allocated for one technician to set barricades, perform a limited flagging, and remove the barricades. Estimating 4 hours/day: 4 hours x 14 days, for a total of 56 hours, say, 60 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 Subtotal MOT Services SUBTOTAL OF FIELD EXPLORATION, LABORATORY TESTING AND MOT $10,472.00 $39,404.50 TECHNICIAN SERVICES AND ENGINEERING FOR REPORTING 6.1) Engineering Technician for boring layout, underground utilities (meeting FL 811 personnel): 8 percolation tests, 20 SPT borings (FM), 5 SPT borings (SPT for Percolation tests). A total of 33 boreholes, 20 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 hour 20 $81.20 $1,624.00 3.2) Staff Engineer for boring drafting: drilling 360' (FM), 95' (Pump Station), 100 feet (perc. Tests)=555 linear feet: (555/100)x5= 28 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 28 $105.41 $2,951.48 3.3) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9=$108.57 hour 80 $108.57 $8,685.60 3.4) Staff Engineer - permit hours (estimating 20 hours). Juan Valencia: $45.03 x 2.9=$130.58 hour 20 $130.58 $2,611.60 3.5) Professional Engineer - Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 60 $136.62 $8,197.20 3.6) Senior Engineer for report review, QA/QC: Chatuphat Savigamin, PE: $52.50 x 2.9=$152.25 each 30 $152.25 $4,567.50 TOTAL TECHNICIAN SERVICES AND ENGINEERING $28,637.38 TOTAL FOR GEOTECHNICAL SERVICES $68,041.88 Permit Fees - Estimated amount - Initiation fee: $ 400 needed to get the permit number. This fee is not waived. each 1 $400.00 $400.00 TOTAL FOR GEOTECHNICAL SERVICES - BASIC SERVICES $68,441.88 15.4% 57.9% 42.1% 100% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 FIELD EXPLORATION FOR 2 DEEP WELL BORINGS DRILLED TO 120 FEET, SALINITY TESTING, APPROX INFILTRATION TESTS (VERY PRELIMINARY INFORMATION, ULTIMATE VALUE TO BE OBTAINED BY THE WELL CONTRACTOR 4.1a) SPT Borings 0-50 feet: 2 SPT borings to 120 feet, drilling the first 50 feet: 2 x 50'=100 feet feet 100 $17.00 $1,700.00 4.1b) SPT Borings 50-100 feet: 2 SPT boring drilled to 120 feet, drilling the second 50 feet=2 x 50'=100 feet feet 100 $18.00 $1,800.00 4.1c) SPT Borings 100-120 feet: 2 SPT boring drilled to 120 feet, drilling the third 20 feet=2 x 20'=40 feet feet 40 $19.00 $760.00 4.2a) Temporary Casing 0'-50'= 2 x 50'=100 feet feet 100 $8.50 $850.00 4.2b) Temporary Casing 50'-100'= 2 x 50'=100 feet feet 100 $9.50 $950.00 4.2c) Temporary Casing 100'-120'= 2 x 20'=40 feet feet 40 $10.50 $420.00 4.3a) Borehole Closing 0'-50'= 2 x 50'=100 feet feet 100 $7.00 $700.00 4.3b) Borehole Closing 50'-100'= 2 x 50'=100 feet feet 100 $8.00 $800.00 4.3c) Borehole Closing 100'-120'= 2 x 20'=40 feet feet 40 $8.50 $340.00 4.4) Rig Mobilization: require one per deep well (each deep well takes 3 days, charging only 1 mobilization/well) each 2 $500.00 $1,000.00 4.5) Staff Engineer for boring drafting: drilling 240 linear feet: (240/100)x5= 12 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 12 $105.41 $1,264.92 4.6) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9=$108.57 hour 10 $108.57 $1,085.70 4.7) Professional Engineer- Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 10 $136.62 $1,366.20 4.8) Estimate budget for drilling crew standby time to collect water samples every 10 feet. Estimating 2 techs: 2 hours, 10 water samples per SPT well, 40 hours for 2 SPT wells. each 20 $81.20 $1,624.00 4.9) Estimate budget for laboratory testing, including salinity and Total Dissolved Solids and Chloride testing each 1 $2,000.00 $2,000.00 4.10) Field Perm 0-10 ft Open -End Borehole Method: this is needed to help preliminarily estimate the overall infiltration of the 2-ft. diameter well. These test results should be used for information only since the casing diameter is 3.5 inches when compared with the permanent borehole diameter of 24 inches. Estimating 7 tests per SPT well, for a total of 14 tests for 2 SPT wells. each 14 $500.00 $7,000.00 TOTAL FOR DEEP WELL BORINGS, LAB. AND REPORTING $23,660.82 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 TOTAL GEOTECHNICAL AND DEEP WELL BORINGS $92,102.70 OPTIONAL SERVICES: ESTIMATED PERMIT FEE FOR PLANS REVIEW AND FINAL PERMIT APPROVAL Permit Fees - Estimated amount - Optional if waived. We will charge for the actual amount after obtaining the permit approved. each 1 $3,000.00 $3,000.00 TOTAL FOR PERMIT FEES - OPTIONAL HR ENGINEERING SERVICES, INC. tfeidnaivfo an/tos Hernando R. Ramos, PE Senior Geotechnical Engineer/President $3,000.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 1: General Tasks Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: S"gnature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours Comments 1.1 Public Involvement 1.1.1 Community Awareness Plan LS 1 0 0 Not anticipated - if needed to be handled by City of Miami PIO 1.1.2 Notifications LS 1 0 0 To be handled by City of Miami PIO 1.1.3 Preparing Mailing Lists LS 1 0 0 To be handled by City of Miami PIO 1.1.4 Median Modification Letters LS 1 0 0 Not anticipated 1.1.5 Driveway Modification Letters LS 1 0 0 Not anticipated 1.1.6 Newsletters LS 1 0 0 To be handled by City of Miami PIO 1.1.7 Renderings and Fly Throughs LS 1 0 0 Not anticpated. 1.1.8 PowerPoint Presentation LS 1 32 32 Technical portion for 1 PPT presentation x 32 hrs/presentation = 32 hrs. PIO to be handled by City of Miami. Otherwise, HML has provided hours as optional services. 1.1.9 Public Meeting Preparations LS 1 18 18 1 presentation x 8 hrs of preparation x 3 people (3 ppl (PM, roadway EOR and Drainage EOR)) = 24 hrs PIO to be handled by subconsultant HML or City of Miami 1.1.10 Public Meeting Attendance/Followup LS 1 12 12 4 hrs (2 hrs meeting and 2 x 1 hr travel time) x 3 ppl x 1 meeting = 12 hrs PIO to be handled by subconsultant HML or City of Miami 1.1.11 Other Agency Meetings LS 1 60 60 Assuming 15 meetings @ 4 hrs/meetings (includes agenda and meeting minutes preparation) = 4 hrs x 10 meetings 1.1.12 Web Site LS 1 0 0 Not anticipated 3.1 Public Involvement Subtotal 122 1.2.1 Contract Maintenance and Project Documentation LS 1 156 24 hrs (initial set up) + 5 x 24 months + 12 hours project closeout = 156 hrs 1.2.2 Joint Project Agreements EA 1 12 12 WASD JPA 1.3 Specifications Package Preparation LS 1 24 Mid range 1.4 Other Project General Tasks LS 1 40 40 Assist with Grant Program Manager (40 hrs) 1.5 Prime Consultant Project Manager Meetings LS 1 240 240 See listing below 1.6 Value Engineering (Multi -Discipline Team) Review LS 1 0 0 Not applicable 1.7 Plans Update LS 1 0 0 Not anticipated R i b b e c k E n g i n e e ri n g_ Ci tyof M i a m i_ L i tt l e H ava n a_20 260114. x l sx 3. Project General Tasks Page 1 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 1: General Tasks Tas Nok Task Units No of Units Hours/ Unit Total Hours Comments 1.8 Post Design Services LS 1 0 0 To be negotiated at a later time 1.9 Digital Delivery LS 1 16 16 For set up of the signature sheet and S&S - 16 hrs 1.10 Risk Assessment Workshop LS 1 0 0 Not applicable 1.11 Railroad, Transit, and/or Airport Coordination LS 1 0 0 Not anticipated 1.12 Aeronautical Evaluation LS 1 0 0 Not anticipated 1.13 Landscape and Existing Vegetation Coordination LS 1 0 0 Not anticipated 3. Project Common and Project General Tasks Total 610 3.6 - List of Project Manager Meetings Units No of Units Hours/ Unit Total Hours Comments Roadway Analysis EA 4 4 16 Meetings to discuss preliminary concept, typicals, access management, etc. Drainage EA 4 4 16 Meeting with DRER and/or FDEP, and City Utilities EA 4 8 32 Initial, 60%, 100% and 4 UAO indivual utility meetings Environmental EA 1 4 4 Contamination Assesment Report coordination and meeting Structures EA 2 4 8 Coordination and meetings for structure component including pump station housing, PCS and electrical and generator pads Signing & Pavement Marking EA 2 4 8 Assuming 2 meetings Signalization EA 2 4 8 Assuming 2 meetings Lighting EA 2 4 8 Assuming 2 meetings for electrical components Landscape Architecture EA 2 4 8 Assuming 2 meetings Survey EA 4 4 16 Coordination and meetings for survey, scans and test holes effort Photogrammetry EA 1 0 0 ROW & Mapping EA 1 0 0 Terrestrial Mobile LiDAR EA 1 0 0 Architecture EA 1 0 0 Noise Barriers EA 1 0 0 ITS Analysis EA 1 0 0 Geotechnical EA 2 4 8 Assuming 2 meetings Progress Meetings EA 24 2 48 Assuming monthly progress meetings Phase Reviews EA 3 4 12 Phase review meetings rosolve comments and coordiante with City and Program Manager Field Reviews EA 6 8 48 Assuming 6 field reviews at 8 hrs each Total Project Manager Meetings 68 240 Total PM Meeting Hours carries to Task 3.6 above Notes: 1. If the hours per meeting vary in length (hours) enter the average in the hour/unit column. 2. Do not double count agency meetings between permitting agencies. 3. Project manager meetings are calculated in each discipline sheet and brought forward to Column D, except for Photogrammetry. R i b b e c k E n g i n e e ri n g_ Ci tyof M i a m i_ L i tt l e H ava n a_20 260114. x l sx 3. Project General Tasks Page 2 of 2 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 2: Roadway Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours T Comments 2.1 Typical Section Package LS 1 88 1 typical section @ 24 hrs for first typical, data sheet and location map + 8 additional typicals x 8 hrs each = 88 hrs •Proposed Typical Section 50-E (Reconstruction) •Proposed Typical Section 50-F (Reconstruction) •Proposed Typical Section 50-G (Reconstruction) •Proposed Modified Typical Section (30' Right -of -Way) (Reconstruction) •Proposed Typical Section 50-E (Restoration/Milling & Resurfacing) •Proposed Typical Section 50-F (Restoration/Milling & Resurfacing) •Proposed Typical Section 50-G (Restoration/Milling & Resurfacing) •Proposed Modified Typical Section (30' Right -of -Way) (Restoration/Milling & Resurfacing) •Proposed Modified Typical Section Modified (Combination of 50-E (LT)/50-F (RT)) (Reconstruction) 2.2 Pavement Design Package LS 1 0 0 Use City of Miami pavement design 2.3 Horizontal Nertical Master Design Files LS 1 1544.3 1544 Project length: 17,000 LF = 3.22 miles. First mile @ 290 hrs (mid -range (90% of the road will require roadway reconstruction due to large diameter conveyance pipes, new drainage system, new French drain systems)) + 2.22 miles x 215 hrs (mid -range (assuming a combination of reconstruction and pavement restoration)) + 26 intersections x 24 hrs per intersection + 3 submittals x 3 hrs per utility x 17 UAOs = 1544 hrs 2.4 Cross Section Design Files LS 1 901.6 902 140 hrs per mile (mid -range) x 2 (every 50 ft) x (3.22 miles)) = 902 hrs. 2.5 Temporary Traffic Control Plan Analysis LS 1 200 200 Level II and III TCP. 2.6 Master TTCP Design Files LS 1 417.6 418 40 hrs/mile/phase x 2 phases x 3.22 miles + 80 hrs for pedestrian phase/detours x 2 phases/detours = 418 hrs 2.7 Design Report LS 1 48 48 Design Report 2.8 Computation of Quantities LS 1 360 360 Includes initial, and all phase submittal modifications throughout the design life. 2.9 Cost Estimate LS 1 96 96 15%, 30%, 60% and Final (24 hrs/cost estimate x 4) = 96 hrs 2.10 Pavement Type Selection Report LS 1 0 0 Not anticipated. 2.15 Cross -Slope Correction LS 1 0 0 Not anticipated. Roads are damaged and will be reconstructed. RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260114.xlsx 4. Roadway Analysis Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 2: Roadway Analysis Task No. I Task Units No of Units Hours/ Unit Total Hours Comments 2.16 Access Management LS 1 0 0 Not applicable. 2.17 Roundabout Evaluation LS 1 0 0 Not applicable. 2.18 Roundabout Final Design Analysis LS 1 0 0 Not applicable. 2.19a Selective Clearing and Grubbing of Existing VegetationField Assessment LS 1 0 0 Refer to subconsultant WGI 2.19b Selective Clearing and Grubbing Site Inventory of Existing Vegetation and Cross -Discipline Coordination (OPTIONAL SERVICES) LS 1 0 0 Refer to subconsultant WGI 2 20 Selective Clearing and Grubbing- Existing Vegetation Maintenance Report LS 1 0 0 Refer to subconsultant WGI 2.21 Tree Dispostion Plan LS 1 0 0 Refer to subconsultant WGI 2.22 Design Variations and Exceptions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2 23 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2.24 Other Roadway Analyses LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. Roadway Analysis Technical Subtotal 3656 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260114.xlsx 4. Roadway Analysis Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.10 Field Reviews LS 1 96 96 6 field reviews x 2 ppl x 8 hrs/each (including travel time) = 96 hrs 2.25 Monitor Existing Structures LS 1 0 0 2.11 Technical Meetings LS 1 76 76 Meetings are listed below 2.12 Quality Assurance/Quality Control LS % 5% 183 2.26 Independent Peer Review LS % 0% 0 2.13 Supervision LS % 5% 183 Roadway Analysis Nontechnical Subtotal 538 2.14 Coordination LS % 126 4 Roadway Analysis Total 4320 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Typical Section EA 2 4 8 0 Pavement EA 0 0 0 0 Access Management EA 0 0 0 0 15% Line and Grade EA 0 0 0 0 Driveways EA 0 0 0 0 Local Governments (cities, counties, MPO) EA 5 4 20 yes 0 Work Zone Traffic Control EA 1 4 4 0 30/60/90/100% Comment Review Meetings EA 3 4 12 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 44 Subtotal Project Manager Meetings 0 Progress Meetings (if required by City) EA 32 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 76 Total Project Manager Meetings (carries to Tab 3) 0 Cann to 4.17 Cau'iu to Tab 3 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260114.xlsx 4. Roadway Analysis Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.1 Key Sheet Sheet 1 8 8 Low Range 3.2 Summary of Pay Items Including Quantity Input Sheet 4 24 96 Roadway, Drainage, S&PM, Signal, Structures, Landscape, Mechanical 3.3 Typical Section Sheets 3.3.1 Typical Sections EA 9 10 90 9 typical sections •Proposed Typical Section 50-E (Reconstruction) •Proposed Typical Section 50-F (Reconstruction) •Proposed Typical Section 50-G (Reconstruction) •Proposed Modified Typical Section (30' Right -of -Way) (Reconstruction) •Proposed Typical Section 50-E (Restoration/Milling & Resurfacing) •Proposed Typical Section 50-F (Restoration/Milling & Resurfacing) •Proposed Typical Section 50-G (Restoration/Milling & Resurfacing) •Proposed Modified Typical Section (30' Right -of -Way) (Restoration/Milling & Resurfacing) •Proposed Modified Typical Section Modified (Combination of 50-E (LT)/50-F (RT)) (Reconstruction) 3.3.2 Typical Section Details EA 0 3.4 General Notes/Pay Item Notes Sheet 16 3.5 Summary of Quantities Sheets Sheet 50 250 Assuming 50 summary of quantity sheets. 3.6 Project Layout Sheet 4 32 4 project layout sheets to depict the East Little Havana neigbhorhood 3.7 Plan/Profile Sheet Sheet 0 0 3.8 Profile Sheet Sheet 0 0 Not anticipated. 3.9 Plan Sheet Sheet 34 136 3.22 miles 34 sheets @ 40' scale 3.10 Special Profile Sheet 34 4 136 3.22 miles 34 sheets @ 40' scale 3.11 Back -of -Sidewalk Profile Sheet Sheet 0 0 0 Not anticipated. Ri bbeckEngi neering_CityofM iami_LittleHava na_20260114.xlsx 5. Roadway Plans Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.12 Interchange Layout Sheet Sheet 0 C! 0 Not applicable. 3.13 Ramp Terminal Details (Plan View) Sheet 0 0 0 Not applicable. 3.14 Intersection Layout Details Sheet 26 12 312 26 intersection details 3.15 Special Details EA 16 192 Assuming 16 special details (landscape planter details, driveway details, curb details, header curb details, special curb ramp details, concrete apron details, sidewal ramping joint system detail, etc.) 3.16 Cross -Section Pattern Sheets Sheet 0 0 0 Not anticipated. 3.17 Roadway Soil Survey Sheets Sheet 12 Obtained from Geotechnical, incorporated in plans. Assuming 12 sheets 3.18 Cross Sections EA .. 170 Cross section every 50-ft @ 3.22 miles = 340 cross sections = 170 hours 3.19 Temporary Traffic Control Plan Sheets Sheet 0 0 0 Refer to TTCP Detail Sheets 3.20 Temporary Traffic Control Cross Section Sheets EA 0 0 0 Not anicipated. 3.21 Temporary Traffic Control Detail Sheets Sheet 62 8 496 1 TCP general notes sheet + 9 sheets for phasing notes and TTCP typicals + 12 sheets for pedestrian detours + 37 details for road closure and vehicular detours + 3 details for pump station construction sequence/TTCP = 62 details 3.22 Utility Adjustment Sheets Sheet 34 4 136 3.22 miles 34 sheets @ 40' scale 3.23 Selective Clearing and Grubbing Sheets 3.23.1 Selective Clearing and Grubbing Sheet 0 0 0 Not anticipated. 3.23.2 Selective Clearing and Grubbing Details Sheet 0 0 0 Not anticipated. 3.24 Tree Disposition Sheets 3.24.1 Tree Disposition Plan Sheets Sheet 0 0 0 Refer to subconsultant WGI 3.24.2 Tree Disposition Plan Tables and Schedules Sheet 0 0 0 Refer to subconsultant WGI 3.25 Project Control Sheets Sheet 10 1 10 Assuming 10 CTL and survey boundary sheets to be provided by Surveyor and inserted in Roadway Plans. 3.26 Environmental Detail Sheets Sheet 0 0 0 Not anticipated. 3.27 Utility Verification Sheets (SUE Data) Sheet 4 16 Assuming 4 utility verified sheets Roadway Plans Technical Subtotal 2108 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260114.xlsx 5. Roadway Plans Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.28 Quality Assurance/Quality Control LS % 5°% 105 3.29 Supervision LS % 5% 105 5. Roadway Plans Total 2318 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260114.xlsx 5. Roadway Plans Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 4: Drainage Analysis Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing City of Miami Ribbeck Engineering Print Name Signature 1 Date NOTE: Signature Block is optional, per District preference Tas Nok Task Units No of Units Hours/ Unit Hours Comments 4.1 Drainage Map Hydrology Per Map 28 16 448 Total of 28 drainage map sheets at scale= 1'=50' to cover project area. Assess drainage flow patterns, onsite and offsite drainage area, existing drainage infrastruture and new drainage interphase and system interconnectivity with others. 4.11 Base Clearance Calculations Per Location 0 0 0 4.12 Pond Siting Analysis and Report Per Basin 0 0 0 4.13 Design of Cross Drains EA 0 0 0 4.14 Design of Ditches Per Ditch Mile 0 0 0 4.15 Design of Stormwater Management Facility (Offsite or Infield Pond) EA 0 0 0 4.16 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) Per Cell 0 0 0 4.17 Design of Floodplain Compensation Per Floodplain Basin 0 0 0 4.2 Design of Storm Drains EA 500 2 1000 Total estimated 500 drainage structures (DS) to be analyzed/designed. Total proposed 300-DS within project including + 200 DS within the Lawrence basin which needs to be part of the analysis. 4.3 Design of Pump Station (Hydraulics) LS 1 200 200 1) Hydraulic design and analysis of new pump station for East Little Havana (120 hrs) + 2) Hydraulic analysis of existing Lawrence pump station (80 hrs) = 120 hrs + 80 hrs = 200 hrs 4.4 Design of Pump Station (Mechanical and Plumbing components) LS 1 16t: 160 Includes sizing analysis and design of pump station mechanical components including: 1) pump support system, 2) force main, 3) fittings, 4) slui gate, 5) hatches, 6) trash rack, 7) emergency bypass stand pipe, 8) valve box, 9) air release valves, etc. 4.18 Optional Culvert Material EA 0 0 0 4.5 French Drain Systems Per Cell 24 8 192 Total estimated 24 French drain cells throghout project area. 4.19 Existing French Drain Systems Per Cell 0 0 0 4.6 Drainage Wells EA 14 8 112 Total estimated 6 drainage gravity wells + 8 injection wells 4.7 Drainage Design Documentation Report LS 1 100 100 Drainage design report. 4.20 Bridge Hydraulic Report EA 0 0 0 RibbeckEngineering_CityofMiam i_LittleHavana_20260114.xlsx 6a. Drainage Analysis 1 of 2 e 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 4: Drainage Analysis Tas Nok Task Units No of Units Hours/ Unit Fiou�rs Comments 4.21 Temporary Drainage Analysis LS 1 0 0 4.22 Cost Estimate LS 1 0 0 4.23 Technical Special Provisions / Modified Special Provisions LS 1 0 0 4.24 Hydroplaning Analysis LS 1 0 0 4.25 Existing Permit Analysis LS 1 0 0 4 8 Other Drainage Analysis (Pump station siting and disposal system) LS 1 320 320 Includes: 1) pump station siting evaluation (40 hrs), 2) pump preliminary layout development (40 hrs), 3) pump station preliminary analysis and design (80 hrs), 4) runoff disposal system siting evaluation (40 hrs), 5) runoff disposal preliminary system analysis and design (80 hrs), 6) memo preparation (40 hrs). 4.27 Noise Barrier Evaluation LS 1 0 0 Drainage Analysis Technical Subtotal 2532 4.9 Field Reviews LS 1 64 64 8 hrs x 2 ppl x 4 field reviews = 64 hrs 4.10 Technical Meetings LS 1 40 40 Meetings are listed below 4.28 Environmental Look -Around (ELA) Meeting LS 1 0 0 Not anticipated 4.11 Quality Assurance/Quality Control LS % 5% 127 4.29 Independent Peer Review LS % 0% 0 4.12 Supervision LS % 5% 127 Drainage Analysis Nontechnical Subtotal 358 4.13 Coordination LS % 3% 87 6a. Drainage Analysis Total 2977 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Base Clearance Water Elevation EA 0 0 0 0 Pond Siting EA 0 0 0 0 Agency EA 2 4 8 SFVVMD 0 Local Governments (cities, counties) EA 2 4 8 DRER 0 City of Miami EA 6 4 24 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 40 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 -- Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 -- Total Meetings 40 Total Project Manager Meetings (carries to Tab 3)1 0 to 6.19 RibbeckEngineering_CityofMiam i_LittleHavana_20260114.xIsx 6a. Drainage Analysis 2 of 2 Caries to Tab 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 5. Drainage Plans Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 5.1 Drainage Map (Including Interchanges) Sheet 28 12 336 28 drainage map sheets at scale= 1'=50' to cover project area to cover project drainage area 5.2 Bridge Hydraulics Recommendation Sheets Sheet 0 0 0 Not applicable 5.3 Summary of Drainage Structures Sheet 15 12 180 20 DS per sheet (20 DS/sheet x 15 sheets = 300 DS) --> total 15 sheets 5.4 Optional Pipe/Culvert Material Sheet 1 4 4 5.5 Drainage, Paving and Grading Plan Sheet 34 4 136 3.22 miles 34 sheets @ 40' scale 5.5 Drainage Profile Sheet 34 4 136 3.22 miles 34 sheets 5.6 Drainage Structure Sheets (Per Structure) EA 300 2.5 750 Estimated 300 new drainage structures. Includes work for developing the draiange structure cross sections. 5.7 Miscellaneous Drainage Detail Sheets Sheet <u 16 320 Estimated total of 20 drainage detail sheets (French drain detail, drainage well detail and data tabulation, special drainage structures (inlets and manholes required for utilitiy conflicts and existing drainage infrastructure interphase), Pump station details including pump station plan view, elevation, pump station material list, sluice grate, valve box, thrust block, emergency bypass stand pipe, pump station grate, pump station hatches, wet well and trash structure, pollution control structure, etc.) 5.8 Lateral Ditch Plan/Profile Sheet 0 0 0 Not applicable 5.9 Lateral Ditch Cross Sections EA 0 0 0 Not applicable 5.10 Retention/Detention Ponds Detail Sheets Sheet 0 0 0 Not applicable 5.11 Retention Pond Cross Sections EA 0 0 0 Not applicable 5.12 Erosion Control Plan Sheets Sheet 4 4 16 4 sheets 5.13 SWPPP Sheets Sheet 34 4 136 34 SWPPP (scale 1"=40'). Drainage Plans Technical Subtotal 2014 5.14 Quality Assurance/Quality Control LS % 5% 101 5.15 Supervision LS % 5% 101 6. Drainage Plans Total 2216 ' RibbeckEngineering_CityofM iami_LittleHavana_20260114.xlsx 5. Drainage Plans Page 1 of 1 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Protect Activity 6: Utilities Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Consultant Name NOTE: Signature Block is optional, per District preference TNosk Task Units No of Units Hours/ Unit Hours Total Comments 6.1.1 Utility Kickoff Meeting LS 1 4 4 Meeting is listed below 6.1 Identify Existing Utility Agency Owner(s) LS 1 24 24 Identify all utilities in the corridor; review prior utility permits, reports, existing plans and surveys provided and contact Sunshine 811. 6.2 Make Utility Contacts LS 17 3 51 1 hr/UAO x 3 contacts x # of UAOs (17 UAOs as per 811 Design Ticket 014600871). 6.11 Exception Processing LS 1 0 0 N/A 6.1.2 Preliminary Utility Meeting LS 1 12 12 Meeting is listed below 6.3 Individual/Field Meetings LS 1 88 88 Meetings are listed below 6.4 Collect and Review Plans and Data from UAO(s) LS 1 51 51 3 hrs x UAO x 17 UAOs = 51 hrs 6.12 Subordination of Easements Coordination LS 1 0 0 6.5 Utility Design Meeting LS 1 8 8 Meeting is listed below 6.6 Review Utility Markups & Work Schedules, and Processing of Schedules & Agreements LS 17 6 102 2 documents X # of UAOs X 3 hr each for review and sending comments back to UAOs for correction (17 UAOs as per 811 Design Ticket 014600871). 6.7 Utility Coordination/Followup LS 17 6 94 UAO followup for responses X 3 submittals X 1.5 hr/submittal + 1 hr per UAO for UWS corrections back to City of Miami (17 UAOs as per 811 Design Ticket 014600871) = (3 x 1.5 +1) x 17 = 94 hrs 6.8 Utility Constructability Review LS 1 17 17 6.13 Additional Utility Services LS 1 0 0 6.14 Processing Utility Work by Highway Contractor (UWHC) LS 1 0 0 6.9 Contract Plans to UAO(s) LS 1 17 17 RibbeckEngineering_CityofMiami_LittleHavana_20260114.xlsx 6. Utilities Page 1 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Protect Activity 6: Utilities 6.10 Certification/Close-Out LS 1 17 17 1 hr per UAO for utility certification memo (17 UAOs as per 811 Design Ticket 014600871). 6.15 Other Utilities LS 1 0 0 7. Utilities Total 485 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Kickoff (see 7.1) EA 1 4 4 0 Preliminary Meeting (see 7.5) EA 12 1 12 0 Individual UAO Meetings (see 7.6) EA 24 3 72 0 Field Meetings (see 7.6) EA 4 4 16 0 Design Meeting (see 7.9) EA 2 4 8 0 Other Meetings (this is automatically added into Utilities Total (cell F27)) EA 0 0 0 0 Total Meetings 112 Total Project Manager Meetings (carries to Tab 3) 0 (.11zs to Tzb 3 RibbeckEngineering_CityofMiami_LittleHavana_20260114.xlsx 6. Utilities Page 2 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Proiect Activity 7: Environmental Permits Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date • City of Miami Consultant Name NOTE: Signature Block is optional, per District preference Nok Tas Task Units No. of Units HUn ts/ Total Hours Comments Environmental Permits and Environmental Clearances 7.1 Preliminary Project Research LS 1 24 24 Perm its 7.3 Field Work 7.3.1 Pond Site Altematives per pond site 0 0 0 7.3.2 Establish Wetland Jurisdictional Lines and Assessments LS 1 0 0 7.3.3 Species Surveys LS 1 0 0 7.3.4 Agency Verification of Wetland Data LS 1 0 0 7.4 Complete And Submit All Required Permit Applications 7 41 Complete and Submit All Required Wetland Permit Applications LS 1 0 0 7 4 2 Complete and Submit All Required Species Permit Applications LS 1 0 0 7.4.3 Coordinate and Review Dredge and Fill Sketches LS 1 0 0 7.4.4 Prepare USCG Permit Application LS 1 0 0 7 4 5 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application LS 1 0 0 7 4 6 Prepare Coastal Construction Control Line (CCCL) Permit Application LS 1 0 0 7 4 7 Prepare USACE Section 408 Application to Alter a Civil Works Project LS 1 0 0 7.4.8 Compensatory Mitigation Plan LS 1 0 0 7.4.9 Mitigation Coordination and Meetings LS 1 0 0 7.2 Other Environmental Permits LS 3 60 180 SFWMD ERP, DRER Class II & FDEP Class V (60 hours per permit includes responses to RAI and follow up with updated documents. Environmental Clearances/Reevaluations 7.5.1 Technical support to Department for Environmental Clearances and Reevaluations use when consultant provides technical support only) 7.5.2 NEPA or SEIR Reevaluation LS 1 0 0 7.5.3 Archaeological and Historical Resources LS 1 0 0 7.5.4 Wetland Impact Analysis LS 1 0 0 RibbeckEngineering_CityofMiam i_LittleHavana_20260114.xIsx 8. Env. Permits and Clearances Page 1 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 7: Environmental Permits Nok Tas Task Units No. of Units HUn ts/ Total Hours Comments 7.5.5 Essential Fish Habitat Impact Analysis LS 1 0 0 7.5.6 Protected Speices and Habitat Impact Analysis LS 1 0 0 7.6 Preparation of Environmental Clearances and Reevaluations (use when consultant prepares all documents associated with reevaluation) 7.6.1 NEPA or SEIR Reevaluation LS 1 0 0 7.6.2 Archaeological and Historical Resources LS 1 0 0 7.6.3 Wetland Impact Analysis LS 1 0 0 7.6.4 Essential Fish Habitat Impact Analysis LS 1 0 0 7.6.5 Protected Species and Habitat Impact Analysis LS 1 0 0 7.7 Contamination Impact Analysis LS 1 0 0 7.8 Asbestos Survey LS 1 0 0 Environmental Permits and Environmental Clearances/Reevaluations Technical Subtotal 204 7.9 Technical Meetings LS 1 12 12 Meetings are listed below 7.10 Quality Assurance/Quality Control LS % 5% 10 7.11 Supervision LS % 5% 10 Environmental Permits and Environmental Clearances Nontechnical Subtotal 32 7.12 Coordination LS % 7 8. Environmental Permits and Environmental Clearances Total 243 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number VVMD EA 0 0 0 0 NMFS EA 0 0 0 0 USACE EA 0 0 0 0 USCG EA 0 0 0 0 USFVVS EA 0 0 0 0 FFVVCC EA 0 0 0 0 FDOT EA 0 0 0 0 Other Meetings EA 4 12 1) SFVVMD, 2) FDEP and 3) DRER 0 Subtotal Technical Meetings 12 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 -- Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 -- Total Meetings 12 Total Project Manager Meetings (carries to Tab 3) 0 RibbeckEngineering_CityofMiam i_LittleHavana_20260114.xlsx 8. Env. Permits and Clearances Carrlesto 8.18 Carries to Tab 3 Page 2 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 - Project No. 40-B233804 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task , Units No. of Units Hours/ Units Total Hours Comments 8.8 Traffic Data Analysis LS 1 0 Not anticipated 8.9 No Passing Zone Study LS 1 0 0 Not anticipated 8.1 Signing and Pavement Marking Master Design File LS 1 349 349 45 hrs for set up + 90 hrs x 3.2-miles = 402 hrs + 8 hrs x 2 signalized intersections = 349 hrs 8.10 Multi -Post Sign Support Calculations EA 0 0 0 8.2 Sign Panel Design Analysis EA 20 2 40 Assuming 20 special guide signs (including street name signs) 8.11 Sign Lighting/Electrical Calculations EA 1 0 0 Not anticipated 8.3 Signing and Pavement Marking Quantities LS 1 120 120 2 hrs/plan sheet x 60 plan sheets 8.12 Cost Estimate LS 1 0 0 Included under task 4.17 8.13 Technical Special Provisions and Modified Special Provisions LS 1 0 0 8.14 Other Signing and Pavement Marking LS 1 0 0 Signing and Pavement Marking Analysis Technical Subtotal 509 I 8.4 Field Reviews LS 1 48 48 2 ppl x 3 visits x 8 hrs = 24 hrs 8.15 Technical Meetings LS 1 0 0 Meetings are listed below 8.5 Quality Assurance/Quality Control LS % 5% 25 8.16 Independent Peer Review LS % 0% 0 8.6 Supervision LS % 5% 25 Signing and Pavement Marking Analysis Nontechnical Subtotal 98 M 8.7 Coordination LS % 18 19. Signing and Pavement Marking Analysis Total 625 I Ri bbeckEngi neering_CityofM iami_LittleHava na_20260114_BSLS.xlsx 19. Signing & Marking Analysis Page 1 of 2 1/18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Task No. Task Units No. of Units Hours/ Units Total Hours Comments Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Sign Panel Design EA 0 0 0 0 Queue Length Analysis EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 Other Meetings EA 0 0 0 Subtotal Technical Meetings 0 Subtota Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 Carries to 19. 12 Carries to Tab 3 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260114_BSLS.xlsx 19. Signing & Marking Analysis Page 2 of 2 1/18/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 9: Signing and Pavement Marking Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 - Project No. 40-B233804 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Tas Nok Task Scale Units No of Units Hours/ Unit No. of Sheets Total Hours Comments 9.1 Key Sheet Sheet 4 1 4 9.2 Summary of Pay Items Including Input LS 1 0 0 9.3 Tabulation of Quantities Sheet 6.5 8 6.5 52 6 tab sheets (6 sheets per tabulation sheet) @ 12 hrs for first tab + 8 hrs x 5 additional tabs = 12 hrs + 40 hrs = 52 hrs 9.4 General Notes/Pay Item Notes Sheet 1 4 1 4 9.5 Project Layout Sheet 0 0 0 0 9.6 Plan Sheet Sheet 34 4 34 136 40 sheets @ 40' scale 9.7 Typical Details EA 0 0 0 9.8 Guide Sign Worksheets EA 20 2 40 Assuming 20 special guide signs (including street name signs) 9.9 Traffic Monitoring Site EA 0 0 0 9.10 Cross Sections EA 0 0 0 9.11 Special Service Point Details EA 0 0 0 9.12 Special Details LS 0 0 0 9.13 Interim Standards LS 0 0 0 Signing and Pavement Marking Plans Technical Subtotal 42.5 236 9.14 Quality Assurance/Quality Control LS % 5% 12 9.15 Supervision LS % 5% 12 20. Signing and Pavement Marking Plans Total 42.5 260 Ri b b e ck E n g i n ee n n g_Ci ty of M i a m i_ Li ttl e H ava n a_20260114_ B S L S. xl sx 20. Signing & Marking Plans Page 1 of 1 1/18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 10: Signalization Analysis Estimator: City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 - Project No. 40-B233804 FDOT District Consultant Name NOTE: Signature Block is optional, per District preference Task No. Task Units No. of Units Hours/ Units Total Hours Comments 10.70 Traffic Data Collection LS 1 0 0 10.80 Traffic Data Analysis PI 0 0 0 10.90 Signal Warrant Study LS 1 0 0 10.10 System Timings LS 1 0 0 10.11 Reference and Master Signalization Design File PI 0 0 0 10.12 Reference and Master Interconnect Communication Design File LS 1 0 0 10.13 Overhead Street Name Sign Design EA 0 0 0 10.14 Pole Elevation Analysis LS 1 0 0 10.15 Traffic Signal Operation Report LS 1 0 10.10 Quantities LS 1 12 12 2 hrs/intersection x 2 intersections = 4 hrs. Assumng signal analysis only includes incidental loop replacement due to pavement reconstruction at 2 signalized intersections x 12 hrs/signalized intersection. If County or TS&S requires signal plan sheets and additional signal improvements, then this will negotiated at a later time. 10.16 Cost Estimate LS 1 0 0 10.17 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Ri bbeckEng ineeri ng_CityofMiami_LittleHavana_20260114_BSLS.xlsx 21. Signalization Analysis Page 1 of 3 1/18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 10: Signalization Analysis 10.2 Other Signalization Analysis LS 12 Assumng signal analysis only includes incidental loop replacement due to pavement reconstruction at 1 signalized intersections (SW 16 Ave. and W Flagler St.) x 12 hrs/signalized intersection. This will be shown in the S&PM plans. If County or TS&S requires signal plan sheets and additional signal improvements, then this will negotiated at a later time. Signalization Analysis Technical Subtotal 24 10.3 Field Reviews LS 1 F 8 1 field review x 2 ppl x 4 hrs (includes travel time) = 8 hrs 10.18 Technical Meetings LS 1 0 0 Meetings are listed below 10.4 Quality Assurance/Quality Control LS % 5% 1 10.19 Independent Peer Review LS % 0% 0 10.5 Supervision LS % 5% 1 Signalization Analysis Nontechnical Subtotal 10 Ri bbeckEng ineeri ng_CityofMiami_LittleHavana_20260114_BSLS.xlsx 21. Signalization Analysis Page 2 of 3 1/18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 10: Signalization Analysis 10.6 Coordination LS % 3% 1 21. Signalization Analysis Total 35 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number FDOT Traffic Operations EA 0 0 0 0 FDOT Traffic Design EA 0 0 0 0 Power Company (service point coordination) EA 0 0 0 0 Maintaining Agency (cities, counties) EA 0 0 0 0 Railroads EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 carries to 21.1 Carries to Tab 3 Ri bbeckEng ineeri ng_CityofMiami_LittleHavana_20260114_BSLS.xlsx 21. Signalization Analysis Page 3 of 3 1/18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Estimator: Cheryl Callender Representing FDOT District 12. Landscape Analysis RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana e & description Consultant Name NOTE: Signature Block is optional, per District preference No. No. Task Units o No Units Unitsts/ Total Hours Comments 12.1 Data Collection LS 1 12 12 Base file coordination and compiling for plan production 12.2 Site Inventory and Analysis 12.2a Selective Clearing and Grubbing Site Inventory LS 1 0 0 12.2b Inventory and Analysis LS 1 152 152 Inventory and arborist assessment of 272 trees as shown in the survey file provided by others (30 mins a trees which includes travel, photo documentation, and obtaining tree measurements and condition) = 30 min x 268 = 136 hours: Tree inventory creation = 16 hours: (Total: 136 hours + 16 hours = 152 hours) 12.2c Vegetation Disposition Plan 12.2c1 Vegetation Disposition Plan- Mainline Per mainline mile 1 100 100 Tree Disposition Table/List (20 hours). Does not include Tree disposition Plans. Replacement Tree calculation (80 hours) (Includes calculations for tree mitigation) (60/90/100 submittals and addressing comments) 12.2c2 Vegetation Disposition Plan- Interchangei er nterchange 0 0 0 12.3 Planting Design 12.3a Conceptual Planting Design 12.3a1 Report Preparation LS 1 40 40 Certified Arborist Report 12.3a2 Mainline Per mainline mile 0 0 0 12.3a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.3a4 Toll Plazas EA 0 0 0 12.3b Final Planting Design 12.3b1 Master Design File Creation LS 1 0 0 12.3b2 Mainline Per mainline mile 0 0 0 12.3b3 Interchanges, Intersections, and Rest Areas EA 0 0 0 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 1 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 12. Landscape Analysis 12.3b4 Toll Plazas EA 0 0 0 12.4 Irrigation Design 12.4a Conceptual Irrigation Design 12.4a1 Feasibility Report LS 1 0 0 12.4a2 Mainline Per mainline mile 0 0 0 12.4a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.4a4 Toll Plazas EA 0 0 0 12.4b Final irrigation Design 12.4b1 Mainline Per mainline mile 0 0 0 12.4b2 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.4b3 Toll Plazas EA 0 0 0 12.5 Hardscape Design 12.5a Conceptual Hardscape Design Per mainline mile 0 0 0 12.5b Final Hardscape Design Per mainline mile 0 0 0 12.6 Roll Plots EA 0 0 0 12.7 Quantites for EQ Report Project Complexity Calculated Hours 0 0 Phase 2 Submittal 12.8 Cost Estimates LS 1 16 16 12 9 Technical Special Provisions and Modified Special Provisions LS 1 0 0 12.10 Inspection Services LS 1 0 0 12.11 Other Landscape Services LS 1 0 0 12.12 Outdoor Advertising EA 0 0 Landscape Analysis Technical Subtotal 320 12.13 Field Reviews LS 1 0 0 12.14 Technical Meetings / Public Meetings LS 1 16 16 Meetings are listed below 12.15 Quality Assurance/Quality Control LS % 5% 16 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 2 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 12. Landscape Analysis 12.16 Independent Peer Review LS % 0% 0 12.17 Supervision LS % 0% 0 Landscape Analysis Nontechnical Subtotal 32 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 3 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 12. Landscape Analysis 12.18 Project Coordination LS % 0% 0 12.19 Interdisciplinary Coordination LS % 0% 0 25. Landscape Analysis Total 352 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number FDOT (kickoff, concept review) EA 2 4 8 0 Maintaining Agency (cities, counties) EA 0 0 0 0 Utility Owners EA 0 0 0 0 Local Agency for Tree Removal EA 0 0 0 0 Local Citizen Group(s) EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 8 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 i7 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 2 4 8 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 16 Total Project Manager Meetings (carries to Tab 31I 0 Carries to 25.14 Carries to Tab 3 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 4 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 12 Landscape Plans Estimator Cheryl Callender 26. Landscape P lans Staff Hours Enter project name & description 999999-1-32-01 Representing Print Name Signature / Date FDOT District Consultant Name NOTE Signature Block is optional, per District preference Task No. Task Project Parameter Staff Hours Documentation Description Units Complexity Calculated Department Consultant Negotiated Provide documentation when negotiated hours differ from the calculated hours. 12.b1 Key Sheet Yes 4 0 0 4 Cover sheet Signature Sheet 12.b2 Plant Schedule 0 0 0 6 Tree Inventory / Tree Diposition = 3 sheets, 3 sheets x 2 hours a sheet = 6 hours 12.b3 General Notes/Pay Item Notes Notes 0 0 0 0 4 Details and notes = 2 sheets x 2 hours = 4 hours 12.b4 Planting Plans For Linear Areas Length (Miles) 0.00 0 0 0 120 Au aucc, ea w malt ka, n ,,,. iu Laapualauu 1 lala !Ica icylat.,mucia iicc� u a — 120 hours. Tree disposition and Replacements will be shown within the same plan sheets. Separate Plans are not N ` 12.b5 Planting Plans for Non -Linear Areas (Stormwater Facilities, Rest Areas, Interchanges, & Toll Plazas) area (Acre) 0.00 0 0 0 0 12.b6 Planting Details and Notes Details 0 0 0 0 0 12.b7 Irrigation Plans for Linear Areas Length (Miles) 0.00 0 0 0 0 12.b8 Irrigation Plans for Non -Linear Areas (Stormwater Facilities, Rest Areas, Interchanges, & Toll Plazas) area (Acre) 0.00 0 0 0 0 12.b9 Irrigation Details and Notes Details 0 0 0 0 0 12.b10 Hardscape Plans 0 0 0 0 12.b11 Hardscape Details and Notes 0 0 0 0 12.b13 Maintenance Plan Yes Mid Range 16 0 0 16 Landscape Plans Technical Hours Subtotal 20 0 0 150 12.b14 Quality Assurance/Quality Control % 7% 10 0 0 11 12.b15 Supervision % 5% 1 0 0 8 26. Landscape Plans Total 31 0 0 169 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 26. Landscape Plans Page 1 of 1 1 /16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 13: Environmental (Contamination Assessment) Estimator: East Little Havana Flood Mitigation - Contamination Assessment FDOT District Consultant Name NOTE: Signature Block is optional, per District preference Task No. Task Units No. of Units Hours/ Units Total Hours Comments Environmental Permits and Environmental Clearances 8.1 Preliminary Project Research LS 1 f1 0 Permits 8.2 Field Work 8.2.1 Pond Site Alternatives per pond site 0 0 0 8 2 2 Establish Wetland Jurisdictional Lines and Assessments LS 1 0 0 8.2.3 Species Surveys LS 1 0 0 8.3 Agency Verification of Wetland Data LS 1 0 0 8.4 Complete And Submit All Required Permit Applications 8 4 1 Complete and Submit All Required Wetland Permit Applications LS 1 0 0 8 4 2 Complete and Submit All Required Species Permit Applications LS 1 0 0 8.5 Coordinate and Review Dredge and Fill Sketches LS 1 0 0 8.6 Complete and Submit Documentation for Coordination and/or USCG Permit Application 8.6.1 Prepare and submit required documents for USCG coordination LS 1 0 0 8.6.2 Complete and submit USCG Bridge Application LS 1 0 0 8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application LS 1 0 0 8 8 Prepare Coastal Construction Control Line (CCCL) Permit Application LS 1 0 0 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Page 1 of 3 1 / 18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Proiect Activity 13: Environmental (Contamination Assessment) Task No. Task Units No. of Units Hours/ Units Total Hours Comments 8 9 Prepare USACE Section 408 Application to Alter a Civil Works Project LS 1 0 0 8.10 Compensatory Mitigation Plan LS 1 0 0 8.11 Mitigation Coordination and Meetings LS 1 0 0 8.12 Regulatory Agency Support LS 1 0 0 Environmental Clearances/Reevaluations 8.13 Technical support to Department for Environmental Clearances and Reevaluations (use when consultant provides technical support only) 8.13.1 NEPA or SEIR Reevaluation LS 1 0 0 8.13.2 Archaeological and Historical Resources LS 1 0 0 8.13.3 Wetland Impact Analysis LS 1 0 0 8.13.4 Essential Fish Habitat Impact Analysis LS 1 0 0 8.13.5 Protected Speices and Habitat Impact Analysis LS 1 0 0 8.14 Preparation of Environmental Clearances and Reevaluations (use when consultant prepares all documents associated with reevaluation) 8.14.1 NEPA or SEIR Reevaluation LS 1 0 0 8.14.2 Archaeological and Historical Resources LS 1 0 0 8.14.3 Wetland Impact Analysis LS 1 0 0 8.14.4 Essential Fish Habitat Impact Analysis LS 1 0 0 8.14.5 Protected Species and Habitat Impact Analysis LS 1 0 0 8.15 Other Environmental Permits LS 1 0 0 8.16 Contamination Impact Analysis LS 1 0 232 Conduct a desktop review of the known contamination sites in the Miami -Dade County Environmental Considerations Map, FDEP Contamination Locator Map, and FDEP Institutional Controls Registry databases that are within the area of the proposed drainage improvements plus a 500 ft buffer zone. Review the existing DERM and FDEP contamination assessment files to depict the extent of known soil and groundwater contamination. Prepare a technical memorandum that can be used by the design engineers to avoid contamination to the extent practicable. Collection of soil or groundwater samples is not anticipated to be needed and is therefore not included in the base scope of servicece. 8.17 Asbestos Survey LS 1 0 0 Environmental Permits and Environmental Clearances/Reevaluations Technical Subtotal 232 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Page 2 of 3 1 / 18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Proiect Activity 13: Environmental (Contamination Assessment) Task No. Task Units No. of Units Hours/ Units Total Hours Comments 8.18 Technical Meetings LS 1 0 0 Meetings are listed below 8.19 Quality Assurance/Quality Control LS % 0% 0 8.20 Supervision LS % 0% 0 Environmental Permits and Environmental Clearances Nontechnical Subtotal 0 8.21 Coordination LS % 0% 0 8. Environmental Permits and Environmental Clearances Total 232 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number WMD EA 0 0 0 0 NMFS EA 0 0 0 0 USACE EA 0 0 0 0 USCG EA 0 0 0 0 USFWS EA 0 0 0 0 FFWCC EA 0 0 0 0 FDOT EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Carries to 8.18 Page 3 of 3 Carries to Tab 3 1 / 18/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Estimator: Oscar J. Cruz, PE East Little Havana Flood Improvements B-233804 Representing Print Name Signature I Date City of Miami Chrome Engineering, Inc. Oscar J. Cruz, PE NOTE: Signature Block is optional, per District preference Task No. Task Units Design and Production Staffhours Comments No. of Units Hours per Unit No. of Sheets Total General Drawings 14.1 Key Sheet and Index of Drawings Sheet 1 4 1 4 14.2 Project Layout Sheet 0 0 0 0 14.3 General Notes and Bid Item Notes Sheet 1 12 1 12 14.4 Miscellaneous Common Details Sheet 0 0 0 0 14.5 Incorporate Report of Core Borings Sheet 0 0 0 0 14.6 Standard Plans- Bridges LS 1 0 0 14.7 Existing Bridge Plans LS 1 0 0 14.8 Quantites for EQ Report LS 1 0 0 14.9 Cost Estimate LS 1 0 0 14.10 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Structures - Summary and Miscellaneous Tasks and Drawings 2 16 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 1 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Task No. Task Total Task 10 Task 11 Task 12 Task 13 Task 14 Task 15 Task 16 Task 17 Task 18 10-16 Bridge 1 0 0 0 0 0 0 0 0 10-16 Bridge 2 0 10-16 Bridge 3 0 10-16 Bridge 4 0 10-16 Bridge 5 0 10-16 Bridge 6 0 10-16 Bridge 7 0 10-16 Bridge 8 0 10-16 Bridge 9 0 10-16 Bridge 10 0 17 Retaining Walls 0 0 18 Miscellaneous Structures 126 126 Structures Technical Subtotal 126 0 0 0 0 0 0 0 0 126 Task No.14.11 Task Units No. of Units HoursUniper Total Comments Field Reviews LS 1 8 8 2 x 2 hours x 2 people 14.12 Technical Meetings LS 1 2 2 Meetings are listed below 14.13 Quality Assurance/Quality Control LS % 5% 7 14.14 Independent Peer Review LS 1 0 0 14.15 Supervision LS % 5% 7 Structures Nontechnical Subtotal 24 14.16 Coordination LS 1 8 8 Drainage = 4 hrs., Electrical = 2 hrs., Geotechnical = 2 hrs. 9. Structures - Summary and Miscellaneous Tasks and Drawings 48 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 2 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number BDR Coordination/Review EA 0 0 0 0 90/100% Comment Review EA 0 0 0 0 Aesthetics Coordination EA 0 0 0 0 Regulatory Agency EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 Utility Companies EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 I I I 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 2 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings I I 2 Total Project Manager Meetings (carries to Tab 3)1 0 Carries to 9.12 Carries to Tab 3 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 3 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14b: Miscellaneous Structures Estimator: Oscar J. Cruz, PE East Little Havana Flood Improvements B-233804 Representing Print Name Signature / Date City of Miami Chrome Engineering, Inc. Oscar J. Cruz, PE NOTE: Signature Block is optional, per District preference TNosk Task Unit No. of Units Hours/ Unit No. of Sheets Total Hours Comments Concrete Box Culvert 14.b.1 Concrete Box Culverts EA 0 0 0 14.b.2 Concrete Box Culverts Extensions EA Extension 0 0 0 14.b.3 Concrete Box Culvert Data Table Plan Sheets Sheet 0 0 0 0 14.b.4 Concrete Box Culvert Special Details Plan Sheets Sheet 0 0 0 0 Strain Poles 14.b.5 Steel Strain Poles Initial Config 0 0 0 EA Add'I Config 0 0 0 14.b.6 Concrete Strain Poles Initial Config 0 0 0 EA Add'I Config 0 0 0 14.b.7 Strain Pole Data Table Plan Sheets Sheet 0 0 0 0 14.b.8 Strain Pole Special Details Plan Sheets Sheet 0 0 0 0 Mast Arms 14.b.9 Mast Arms EA Design 0 0 0 14.b.10 Mast Arms Data Table Plan Sheets Sheet 0 0 0 0 14.b.11 Mast Arm Special Details Plan Sheets Sheet 0 0 0 0 Overhead/Cantilever Sign Structures 14.b.12 Cantilever Sign Structures EA Design 0 0 0 14.b.13 Overhead Span Sign Structures EA Design 0 0 0 14.b.14 Special (Long Span) Overhead Span Sign Structures EA Design 0 0 0 14.b.15 Monotube Overhead Sign Structure EA Design 0 0 0 14.b.16 Bridge Mounted Signs (Attached to Superstr.) EA Design 0 0 0 14.b.17 Overhead and Cantilever Sign Structures Data Table Plan Sheets Sheet 0 0 0 0 14.b.18 Overhead and Cantilever Sign Structures Special Details Plan Sheets Sheet 0 0 0 0 High Mast Lighting 14.b.19 Non -Standard High Mast Lighting Structures EA Design 0 0 0 14.b.20 High Mast Lighting Special Details Plan Sheets Sheet 0 0 0 0 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 18. Structures -Miscellaneous Page 1 of 2 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14b: Miscellaneous Structures Noise Barrier Walls (Ground Mount) 14.b.21 Horizontal Wall Geometry EA Wall 0 0 0 14.b.22 Vertical Wall Geometry EA Wall 0 0 0 14.b.23 Summary of Quantities - Aesthetic Requirements Sheet 0 0 0 0 14.b.24 Control Drawings Sheet 0 0 0 0 14.b.25 Design of Noise Barrier Walls Covered by Standards EA Design 0 0 0 14.b.26 Design of Noise Barrier Walls Not Covered by Standards EA Design 0 0 0 14.b.27 Aesthetic Details LS 1 0 0 Special Structures 14.b.28 Fender System LS 1 0 0 14.b.29 Fender System Access LS 1 0 0 14.b.30 Special Structures LS 1 126 Design of the City of Miami East Little Havana Pump Station 1. Wet Well (Housing (3) Pumps): Design = 10 hrs. Details = 12 hrs.= 22 hrs. 2. Valve Box: Design = 6 hrs. Details = 4 hrs. = 10 hrs. 3. Polution Control structure = 6 hrs. Details = 4 hrs. = 10 hrs. 4. Slabs at Grade (Generator, Electrical Equipment) = 2 @ 4 hrs. = 8 hrs. Details = 2 @ 4hrs. = 8 hrs., total 16 hrs. 5. Retaining Walls for pads = 8 hrs. Details = 12 hrs. = 20 hrs. 6. Cofferdam and Concrete Seal Design = 24 hrs. Details = 24 hrs., total 48 hrs. 14.b.31 Other Structures LS 1 0 Ancillary Structures Report 14.b.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles EA structure 0 0 0 0 14.b.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans Available) EA structure 0 0 0 0 14.b.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles EA structure 0 0 0 0 14.b.35 Ancillary Structures Report LS 1 0 0 18. Structures - Miscellaneous Total 0 126 ' designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 18. Structures -Miscellaneous Page 2 of 2 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SEC 5mnn tngineenng Consultants,lnc. January 12, 2026 Mr. Hans Ribbeck, P.E.. Ribbeck Engineering, Inc. 14335 SW 120 Street. Suite 205 Miami, FL 33186 Re: City of Miami. Little Havana Stormwater Pump Station Electrical Engineering Services Proposal Dear Hans: Smith Engineering Consultants, Inc. (SEC) is pleased to provide this proposal for the above -referenced project. We propose to provide the following scope of services: Design Phase: 1. Initial site visit and review of preliminary project documents. Request/coordinate with FPL for electrical service at the project site. 3. Electrical design, including power, control. Lighting, instrumentation, and SCADA/telemetry for the construction of a new stormwater pump station. The electrical system will include, but not be limited to_ the electrical service. pump control panel and level controls. RTU, conduits and wiring. The electrical design will be in accordance with the Florida Building Code, National Electrical Code, and applicable local codes. The electrical design will include the installation of a permanent. standby power system including an outdoor rated diesel engine - generator with sub -base fuel tank and weatherproof enclosure. and an automatic transfer switch (ATS). SEC will prepare contract documents, including plans and specifications, suitable for permit and construction. We propose to furnish AutoCAD drawings using base plan drawings provided by Ribbeck Engineering. 4. Submit 30%, 60%, and 100% plans and specifications. 5. Attend web -based project meetings as necessary with the project team and the City. Our lump sum fee to provide the services described above is $29,075. Thank you for using Smith Engineering Consultants as the source for these engineering services. We look forward to working with you on this project. Sincerely, Larry M. Smith, P. E. President 2161 Palm Beach Lakes Blvd., Suite 312 West Palm Beach, FL 33409 (561) 616-3911 Fax (561) 616-3912 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 HML Public Outreach Breakdown Basic Services To provide public outreach assistance for 60 percent plans development public meeting A Task 1 — Community Awareness Plan 1. Prepare overall outreach strategy for city's review Task 2 — Notifications 1. Develop project fact sheet 2. Develop project notification letter 3. Develop project notification flyer and email notification 4. Participate in city review/approvals process 5. Perform door to door distribution of flyer to project corridor 6. Reach out to major stakeholders within the corridor and community 7. Maintain issues log C Task 3 — Preparing Mailing Lists 1. Gather property owner and tenant physical and mailing address in database 2. Develop elected official/appointed official database for project notification D TASK 4 — Preparing PowerPoint Presentation 1. Develop draft presentation for public meeting and participate in review process E TASK 5 — Public Meeting Preparations 1. Secure meeting location 2. Coordinate public meeting advertisements based on city requirements 3. Perform public meeting notification mailer 4. Develop meeting materials (sign -in and comment sheets, name badges, etc) TASK 6 — Public Meeting Attendance/Follow up 1. Participate in public meeting to facilitate 2. Document public meeting and provide summary 3. Respond to pending stakeholder questions 4. Develop comprehensive archive of public meeting outreach activities and provide team Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Scope - Fee Proposal Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Services Scope 1 — Implementation of Value Engineering Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: City of Miami East Little Havana Flood Mitigation Improvements- Optional Scope 1 - Implementation of Value Engineering Project No.: RFQ-23-24-004 Consultant Name: Ribbeck Engineering, Inc. Contract No.: Date: 3/30/2026 Estimator: Hans Ribbeck, P.E. STAFF CLASSIFICATION Job Classification Project Manager 1 g Lead Roatlwy Senior Engineer g Lead Stormwater Engineer Project g Engineering Intern g g Designer gTechnician Designer Senior CADD - Engineer Engineer Staff Hours Salary Average Staff Carlos Ribbeck, PE Hans Ribbeck, PE Maher Maaliki, PE Francis Mitchell, PE Johanna Ribbeck, PE Javier Veliz, El Luis Rodriguez Elmer Rodriguez Horacio Lopez Rate: $80.00 Rate: $86.00 Rate: $86.00 Rate: $80.00 Rate: $84.00 Rate: $60.00 Rate: $54.00 Rate: $45.00 Rate: $41.00 By Cost By Rate Per Work Activity Man Cost/ Activity Man Cost/ Activity Man Cost/ Activity Man Cost/ Activity Man hours Cost/ Activity Man Cost/ Activity Man Cost/ Activity Man Cost/ Man Cost/ Man Cost/ Activity Activity Activity Task hours hours hours hours hours hours hours Activity hours Activity hours 1 Project General Tasks 2 Roadway Analysis 24 $1,920 24 $2,064 24 $2,064 24 $1,920 25 $2,100 36 $2,160 36 $1,944 23 $1,035 23 $943 239 $16,150.00 $67.57 3 Roadway Plans 12 $960 12 $1,032 12 $1,032 12 $960 12 $1,008 18 $1,080 17 $918 11 $495 11 $451 117 $7,936.00 $67.83 4 Drainage Analysis 18 $1,440 18 $1,548 18 $1,548 18 $1,440 19 $1,596 29 $1,740 28 $1,512 18 $810 18 $738 184 $12,372.00 $67.24 5 Drainage Plans 16 $1,280 16 $1,376 16 $1,376 16 $1,280 16 $1,344 24 $1,440 24 $1,296 15 $675 15 $615 158 $10,682.00 $67.61 6 Utility Coordination 7 Enviromental Permits 8 Signing & Marking Analysis 4 $320 4 $344 4 $344 4 $320 4 $336 6 $360 6 $324 3 $135 4 $164 39 $2,647.00 $67.87 9 Signing & Marking Plans 3 $240 3 $258 3 $258 3 $240 3 $252 6 $360 5 $270 2 $90 2 $82 30 $2,050.00 $68.33 10 Signalization Analysis 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Total Staff Hours 77 77 77 77 79 119 116 72 767 Total Staff Cost $6,160.00 $6,622.00 $6,622.00 $6,160.00 $6,636.00 $7,140.00 $6,264.00 $3,240.00 $51,837.00 $67.58 Total % of Work by Position 10.0% 10.0% 10.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey GreyLrew / day = $ 4 - man Survey Grey r / day = $ Notes: 1. This sheen o be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 10.0% 10.3% 15.5% 15.1% 9.4% 1 - SUBTOTAL ESTIMATED FEE (Prime Optional Services - Lump Sum): (multiplier 2.90) Subconsultant: WGI (Landscape) Subconsultant: Subconsultant: Subconsultant: Subconsultant: 2 - SUBTOTAL ESTIMATED FEE (Optional Services - Lump Sum): Geotechnical Field and Lab Testing: HRES (Geotechnical) Survey Fee (or Survey Crew Fee): Longitude (Survey) Survey Fee (or Survey Crew Fee): Longitude (Utliity Scans & Mapping) 3- SUBTOTAL ESTIMATED FEE (Survey and Geotechnical - Optional Services - Lump Sum) Subconsultant: Longitude (Test Holes) Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Optional Services - Limited Amount) Subconsultant: HRES (Geotechnical - Permit Allowance) Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Allowance) GRAND TOTAL ESTIMATED FEE: _ $150,327.30 $8,542.00 $158,869.30 $9,600.76 $6,699.63 $3,850.00 $20,150.39 $7,800.00 $7,800.00 $1,500.00 $1,500.00 $188,319.69 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana (SW 14 Ave) Optional Services Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 1/18/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 25 $1,512 2 $159 21 $781 10 $495 58 $2,947 $50.81 Total Staff Hours Total Staff Cost 25 $1,511.75 2 $158.68 21 $781.41 10 $495.20 58 $2,947.04 $50.81 Total % of Work by Position 43.1 % 3.4% 36.2% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: crew days at 4 - man Survey Crew: crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 17.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $8,546.42 $8,546.42 $8,546.42 $8,546.42 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project East Little Havana - Flood Improvements Project - Additional Survey I (Optional) TASK 2 Accepted Project No.: B- Description: Topographic Survey - (Optional) SUE Quality Level'B" Designation - (Optional) SUE Quality Level "A" Soft -Digs Consultant Name: Longitude Surveyor's LLC. Contract No.: Date: 1/16/2026 Estimator: Giovanni Cueto - Luis Suarez - Eduardo Suar( STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal -in -charge Eduardo M. Suarez Rate: $60.34 Project Surveyor & Mapper Telva Morejon Rate: $46.55 Survey Technician Jose Monzon Rate: $31.03 Rate: Rate: Rate: Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Topographic Survey 2 $121 8 $372 23 $714 33 $1,207 $36.57 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 2 8 23 33 Total Staff Cost $120.68 $372.40 $713.69 $1,206.77 $36.57 Total % of Work by Position 6.1% 24.2% 69.7% ESTIMATE OF SURVEY CREW COSTS 1 3 - man Survey Crew: 2 crew days at 4 - man Survey Crew: crew days at $1,600.00 / day = 3,200.00 / day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.9) Subconsultant: Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: 3 - SUBTOTAL ESTIMATED FEE: (Optional) SUE Quality Level "B" Designation (Optional) SUE Quality Level "A" Soft -digs (Allowance) GRAND TOTAL ESTIMATED FEE: $3,499.63 $3,499.63 $ 3,200.00 $6,699.63 $3,850.00 $7,800.00 $18,349.63 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SURVEYING MAPPING • 3D SCANNING • SUE • DRONE (UAS) 7700 North Kendall Drive, Suite 705 Miami, Florida 33156 LONGITUDE LB 7335 • Tel: (305) 463-0912 SURVEYORS Friday, January 16, 2026 Mr. Hans Ribbeck, MSEM, P.E. hr@ribbeck.co Ribbeck Engineering, Inc. 1435 Southwest 120 Street, Suite 205 Miami, FL 33186 954.918.6769 RE: Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the additional portions requested for the East Little Havana Flood Improvements Project for the roadway of Southwest 14 Avenue between Southwest 3 Street and Southwest 1 Street located within Miami, FL. Dear Mr. Ribbeck, According to your request regarding a fee estimate for Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the above -referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to submit the following proposal for your consideration. A. SCOPE OF WORK: ➢ TASK 1 - Topographic Survey: LS will perform a Topographic Survey in accordance with the City of Miami Department of Resilience and Public Works (RPW) design submittal requirements. Work will be performed under the direction of a Florida - licensed Professional Surveyor and Mapper, and the final deliverables will meet the specifications required for submittal to the City of Miami RPW. 1. LS will present rights -of -way computing field evidence, plats, deeds, and other relevant documentation related to the project. Lot lines and ownership lines, including locations, bearings, and dimensions, within the survey limits will be shown graphically. 2. LS will display any easements, covenants, restrictions, and other relevant information found on plats, deeds, and other public records related to the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. 3. LS will establish horizontal and vertical control within the limits of the survey. 4. The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, driveways (including material) , curb and gutters, sidewalks, medians, fences and gates, walls, buildings, swales, concrete slabs, pedestrian ramps, signs, manholes, catch basins, utility boxes, utility poles, overhead utilities, and any other significant aboveground improvements and utilities within the survey limits. 6. LS will locate trees and palms that have a three (3) inch diameter or greater at breast height (DBH) or are twelve (12) feet in height or more significant, to include the following for each: scientific name, common name, diameter at breast height (DBH) , height of tree, and canopy. A Tree Table will be provided. Tree identification and measurements are for mapping purposes only; LS is not a certified arborist, and this scope does not include arborist services. 7. Elevations equivalent to a twenty-five (25) foot grid will be collected throughout the survey limits, to include high and low points. Additional elevations will be collected to identify grade changes and features of interest within the survey limits. 8. LS will collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please Note: LS requests that the Client contact the corresponding city/department where the survey will be performed to ensure the structures are cleaned correctly. Alternatively, the Client may provide a contact for the city/department so that LS can reach out directly to arrange for the cleaning before the commencement of any work. 9. A Digital Terrain Model (DTM) of the resulting survey will be provided. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Friday, January 16, 2026 Page 2 TASK 2 — Subsurface Utility Engineering (SUE) Quality Level "B" Designating: 1. LS will perform Quality Level "B" SUE Designation services according to the American Society of Civil Engineers (ASCE) standards within the survey limits to determine if there are any underground utility conflicts. 2. LS will use surface detection equipment such as an Electromagnetic Locator and Ground Penetrating Radar (GPR) . 3. Please note factors such as soil composition, moisture, and the type and depth of utility controls the effectiveness of the GPR. Saturated soils severely limit the effectiveness of the GPR signal. Additionally, confined or obstructed areas that restrict the scanning pattern can impede data collection and reduce the accuracy of the desired results. Any designated utility lines provided will be within two (2) feet horizontally of either side of the depicted line. 4. LS will collect any utility lines found. LS will show any collected lines on our CAD file deliverable. (Optional) TASK 3 — Subsurface Utility Engineering (SUE) Quality Level "A" Soft -Digs: 1. LS will coordinate and obtain Sunshine 811 dig tickets and mark twelve (12) Soft -Dig locations with white paint ("white line") for the utilities. 2. LS will coordinate and provide Maintenance of Traffic (MOT) for the twelve (12) Soft -Dig locations. 3. LS will perform Quality Level "A" Soft -Dig services at twelve (12) locations to expose utilities and collect horizontal positions and vertical elevations of utility tops, while also attempting to obtain utility bottoms, sizes, and material types. 4. LS will locate the Soft -Dig horizontal positions referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment, and ground elevations referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will prepare the Verified Vertical Elevation and Horizontal Location (VVH) report for each Soft -Dig. SURVEY LIMITS: Limits to span ten (10) feet past the route right-of-way wherever possible, as per the attached Exhibit, based on the project limits provided by the Client. DELIVERABLES: Soft -dig locations will be designated by the corresponding number from the Vacuum Excavation Reports for each Soft -Dig, along with pertinent information. LS will provide a digitally signed and sealed PDF and a Civil 3D CAD file of the resulting survey. Signed and sealed hard copies can be provided upon request. TIME & COST: The total professional fee to complete TASK 1 described herein shall be a lump sum of $6,699.63. LS has an estimated eleven (11) business days from the date of the Notice to Proceed (NTP) to complete this task. The total professional fee to complete (Optional) TASK 2 described herein shall be a lump sum of $3,850.00. LS has an estimated six (6) business days to complete this task. The total professional fee to complete (Optional) TASK 3 described herein shall be a limited amount of $925.00/per hole for a total of $11,100.00. In the event that (Optional) TASK 2 is accepted, the total professional fee to complete (Optional) TASK 3 may alternatively be performed at a limited amount of $650.00/per hole for a total of $7,800.00. Notice to Proceed (NTP) is considered effective twenty-four (24) hours after this proposal agreement has been executed and returned to the undersigned. Please note: The fee for (Optional) TASK 3 includes Maintenance of Traffic (MOT), application, and/or permit fees associated with the services. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Friday, January 16, 2026 Page 3 I agree that by signing below, "I APPROVE AND ACCEPT," this proposal is a legally binding contract. By: Date: (Authorized Signature) Title: (Typed or printed name) On behalf of the firm, I thank you for the opportunity to present this proposal. We look forward to utilizing our best professional efforts on your behalf on this very important project. Respectfully Yours, Eduardo M. Suarez, PSM/President LONGITUDE SURVEYORS, LLC. VEMMIL Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ExnIDIT Approximate Survey Limits Legend Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 10 WI/L Mr n a I s .v 4i9 L M8 a'. iIwL MN a- itNW 2nd &t'•"'i:s""'' 5t of SS it 1 r li al fess) Optional Services - swtT t ttl 2 (blocks survey and scan) + 12 test $1 and St holes. -- — IaP STATION — Y SAY 6t h Sr Rr+nr sire Elemeinarg SW 7th St .Aji' 9101. MS anq 4YG MS AAA aa n a NW 1st St W Flepler St 2 PM 1st st SW 2ma St +•— — -8441.-arm ar — MB Meii III raglker SW filh SE — SW•IiI RS! •• EMI Cprs 1.04rity Merin tenlribulon. Muni -Dade County, FMEP..T. OpenStreetMap, Mwsosett. Eur, TomTo n, C.irrrin S. cCrn ti, Gacaul-4gg1yjps Ir. 3 '^ � WPSIL US N,V NFS, t1S tHgk! 1 r Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PRICE PROPOSAL FOR GEOTECHNICAL SERVICE - OPTIONAL SERVICES: 2 PAVEMENT CORES AND 2 PERCOLATION TESTS/SPT BORINGS LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 FINAL FIELD EXPLORATION -OPTIONAL SERVICES a) HRES is planning to perform the following field exploration services: Pavement Cores - 2 pavement cores with no base and subbase thicknesses measurement. Percolation Tests - Perform 2 constant head percolation tests to 2 depth intervals: 0 to 10 feet, and 0 to 15 feet. In addition, performing 2 SPT borings to 20 feet to provide subsurface conditions for the excavation of the French drains. b) Permits: City of Miami. Recommending to include this effort with basic services to avoid requesting a new permit. All the boreholes are located along the existing roads and will require lane closures. For an additional permit, the city requires an initial permit fee that is generally in the order of $400 (this fee is not waived). At the end of the permit review, the city also asks for a second fee that may range from $1 k-$2k for this project. At this time, we don't have an idea the actual permit fee; therefore, we will assume $1,500. c) Staff Engineer Time Require to Proceed Permit - A Staff Engineer will prepare the required permit package to be input in the city system. This permit will require a lot of coordination with the designer an the city project manager to be able to get it approved. HRES is assigning a minimum of 5 hours for this task. If this is done in conjunction with the basic services, no additional coordination hours are required. d) MOT Plans - To be provided by Ribbeck. The city requires an official set of plans for permit approval. e) HRES will contact One Call Sunshine FL 811. Reporting f) Provide one final report for roadway that includes percolation test results/SPT borings, the pavement cores. UNITS # OF UNIT TOTAL UNITS RATE $ FIELD EXPLORATION AND LABORATORY SERVICES: 1 SPT BORING TO 70 FEET, AND 1 SPT BORING TO 25 FEET (BOTH FOR THE PUMP STATION), 18 SPT BORINGS TO 20 FEET (FORCE MAIN), 8 PERCOLATION TEST LOCATIONS (2 DEPTHS EACH), 5 SPT BORINGS TO 20 FEET FOR FRENCH DRAINS, AND 20 PAVEMENT CORES WITHOUT BASE/SUBBASE MEASUREMENT 3.1 a) Percolation Testing Open -End Borehole: a total of 2 tests, from 0 to 10 feet. Both tests performed in the same hole. each 2 $400.00 $800.00 3.1 b) Percolation Testing Open -End Borehole: a total of 2 tests, from 0 to 15 feet. Both tests performed in the same hole. each 2 $300.00 $600.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 3.1 c) Percolation Test SPT Borings: 2 SPT Borings to 20 feet: 2 x 20'=40 feet feet 40 $17.00 $680.00 3.1 d) Percolation Test SPT Borings: Temporary Casing 0'-50'=40 feet feet 40 $8.50 $340.00 3.1e) Percolation Testing & SPT: Borehole Closing after boring performance 0'-50': 2 x 15'+2 x 20'=70 feet feet 70 $7.00 $490.00 4.1 a) 2 pavement cores for asphalt thickness measurement only each 2 $120.00 $240.00 4.2) Rig Mobilization each 1 $500.00 $500.00 4.3a) Organic Content Tests each 1 $50.00 $50.00 4.3b) Fines Content Tests each 1 $50.00 $50.00 4.3c) Grain Size Tests each 1 $65.00 $65.00 4.3d) Corrosion Testing: Resistivity, Chlorides, pH, Sulfates each 2 $140.00 $280.00 Subtotal Field Exploration $4,095.00 MOT SERVICES 5.1 a) MOT Services - Barricades. The percolation tests (double test) may day 3 $400.00 $1,000.00 take 2/2=1 day; the SPT borings will take (70')/70'=1 day; the pavement cores will take 2/10=0.5 day, for a total of 1+1+0.5= 2.5 days. The daily barricades use consists of: 100 cones, 16 traffic signs and one arrow target sign used for lane closures. 5.2b) MOT Services - Engineering Technician Services. All roadway hour 10 $81.20 $812.00 segments have two lanes, most have the same direction. Minimum time allocated for one technician to set barricades, perform a limited flagging, and remove the barricades. Estimating 4 hours/day: 4 hours x 2.5 days, for a total of 10 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 Subtotal MOT Services SUBTOTAL OF FIELD EXPLORATION, LABORATORY TESTING AND MOT $1,812.00 $5,907.00 TECHNICIAN SERVICES AND ENGINEERING FOR REPORTING 6.1) Engineering Technician for boring layout, underground utilities (meeting FL 811 personnel):2 percolation tests, 2 SPT borings (SPT for Percolation tests), 2 pavement cores. A total of 6 boreholes, 5 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 hour 5 $81.20 $406.00 3.2) Staff Engineer for boring drafting: drilling 40' (perc. Tests)=40 linear feet: (40/100)x5= 2 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 2 $105.41 $210.82 44.5% 19.7% 64.2% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 3.3) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9$108.57 hour 8 $108.57 $868.56 3.4) Staff Engineer - permit hours (estimating 5 hours). Juan Valencia: $45.03 x 2.9=$130.58 hour 5 $130.58 $652.90 3.5) Professional Engineer- Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 4 $136.62 $546.48 3.6) Senior Engineer for report review, QA/QC: Chatuphat Savigamin, PE: $52.50 x 2.9=$152.25 each 4 $152.25 $609.00 TOTAL TECHNICIAN SERVICES AND ENGINEERING $3,293.76 TOTAL FOR GEOTECHNICAL SERVICES $9,200.76 Permit Fees - Estimated amount - Initiation fee: $ 400 needed to get the permit number. This fee is not waived. each 1 $400.00 $400.00 TOTAL FOR GEOTECHNICAL SERVICES - OPTIONAL SERVICES $9,600.76 OPTIONAL SERVICES: ESTIMATED PERMIT FEE FOR PLANS REVIEW AND FINAL PERMIT APPROVAL Permit Fees - Estimated amount - Optional if waived. We will charge for the actual amount after obtaining the permit approved. each 1 $1,500.00 $1,500.00 TOTAL FOR PERMIT FEES -OPTIONAL HR ENGINEERING SERVICES, INC. fferkrailk awtos Hernando R. Ramos, PE Senior Geotechnical Engineer/President $1,500.00 35.8% 100% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.1 Typical Section Package LS 1 0 2.2 Pavement Design Package LS 1 0 0 Use City of Miami pavement design 2.3 Horizontal Nertical Master Design Files LS 1 60 60 Additional roadway reconstruction to provide French drain disposal system along SW 14 avenue from south of SW 3 Street to SW 1 Street (+/- 0.2 miles) @ 60-hrs 2.4 Cross Section Design Files LS 1 56 56 140 hrs per mile (mid -range) x 2 (every 50 ft) x (0.2 miles)) = 56 hrs. 2.5 Temporary Traffic Control Plan Analysis LS 1 40 40 Level II and III TCP to be provided for additional roads 2.6 Master TTCP Design Files LS 1 16 16 40 hrs/mile/phase x 2 phases x 0.2 miles = 16 hrs 2.7 Design Report LS 1 0 0 2.8 Computation of Quantities LS 1 24 24 Additional quantity take off effort 2.9 Cost Estimate LS 1 0 0 2.10 Pavement Type Selection Report LS 1 0 0 Not anticipated. 2.15 Cross -Slope Correction LS 1 0 0 Not anticipated. Roads are damaged and will be reconstructed. 2.16 Access Management LS 1 0 0 Not applicable. 2.17 Roundabout Evaluation LS 1 0 0 Not applicable. RibbeckEnginee ring_C ityofM is m i_L ittleH avana_20260130_OSLS_ 1.xlsx 4. Roadway Analysis Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.18 Roundabout Final Design Analysis LS 1 0 0 Not applicable. 2.19a Selective Clearing and Grubbing of Existing VegetationField Assessment LS 1 0 0 Refer to subconsultant WGI 2.19b Selective Clearing and Grubbing Site Inventory of Existing Vegetation and Cross -Discipline Coordination (OPTIONAL SERVICES) LS 1 0 0 Refer to subconsultant WGI 2 20 Selective Clearing and Grubbing- Existing Vegetation Maintenance Report LS 1 0 0 Refer to subconsultant WGI 2.21 Tree Dispostion Plan LS 1 0 0 Refer to subconsultant WGI 2.22 Design Variations and Exceptions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2 23 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2.24 Other Roadway Analyses LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. Roadway Analysis Technical Subtotal 196 I ' RibbeckEnginee ring_C ityofM is m i_L ittleH avana_20260130_OSLS_ 1.xlsx 4. Roadway Analysis Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.10 Field Reviews LS 1 16 16 1 additional field reviews x 2 ppl x 8 hrs/each (including travel time) = 16 hrs 2.25 Monitor Existing Structures LS 1 0 0 2.11 Technical Meetings LS 1 0 0 Meetings are listed below 2.12 Quality Assurance/Quality Control LS % 5% 10 2.26 Independent Peer Review LS % 0% 0 2.13 Supervision LS % 5% 10 Roadway Analysis Nontechnical Subtotal 36 2.14 Coordination LS % 7 4 Roadway Analysis Total 239 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Typical Section EA 0 0 0 0 Pavement EA 0 0 0 0 Access Management EA 0 0 0 0 15% Line and Grade EA 0 0 0 0 Driveways EA 0 0 0 0 Local Governments (cities, counties, MPO) EA 0 0 0 0 Work Zone Traffic Control EA 0 0 0 0 30/60/90/100% Comment Review Meetings EA 0 0 0 0 Other Meetings EA 0 0 0 Coordination with property owners to secure harmonization concurrence for raising of low lying roads. 0 Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by City) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 -- Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 Carries to 4.17 Carries to Tab 3 RibbeckEnginee ring_C ityofM is m i_L ittleH avana_20260130_OSLS_ 1.xlsx 4. Roadway Analysis Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.1 Key Sheet Sheet 1 0 0 3.2 Summary of Pay Items Including Quantity Input Sheet 0 0 3.3 Typical Section Sheets 3.3.1 Typical Sections EA 0 3.3.2 Typical Section Details EA 0 3.4 General Notes/Pay Item Notes Sheet 0 3.5 Summary of Quantities Sheets Sheet 20 Assuming 4 additional summary of quantity sheets. 3.6 Project Layout Sheet 0 3.7 Plan/Profile Sheet Sheet 0 3.8 Profile Sheet Sheet 0 3.9 Plan Sheet Sheet 12 3 additional sheets 3.10 Special Profile Sheet 3 4 12 3 additional sheets 3.11 Back -of -Sidewalk Profile Sheet Sheet 0 0 0 Not anticipated. RibbeckEngi neeri ng_CityofM iami_LittleHavana_20260130_OSLS_1.xlsx 5. Roadway Plans Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.12 Interchange Layout Sheet Sheet 0 C! 0 Not applicable. 3.13 Ramp Terminal Details (Plan View) Sheet 0 0 0 Not applicable. 3.14 Intersection Layout Details Sheet 1 12 12 1 additional intersection 3.15 Special Details EA 0 0 0 Not anticipated. 3.16 Cross -Section Pattern Sheets Sheet 0 0 0 Not anticipated. 3.17 Roadway Soil Survey Sheets Sheet 0 Obtained from Geotechnical, incorporated in plans. Assuming 12 sheets 3.18 Cross Sections EA 11 Cross section every 50-ft @ 0.20 miles = 22 xsections 3.19 Temporary Traffic Control Plan Sheets Sheet 0 0 0 Refer to TTCP Detail Sheets 3.20 Temporary Traffic Control Cross Section Sheets EA 0 0 0 Not anicipated. 3.21 Temporary Traffic Control Detail Sheets Sheet 3 8 24 3 additional TTCP details and phasing notes 3.22 Utility Adjustment Sheets Sheet 3 4 12 3 additional sheets 3.23 Selective Clearing and Grubbing Sheets 3.23.1 Selective Clearing and Grubbing Sheet 0 0 0 Not anticipated. 3.23.2 Selective Clearing and Grubbing Details Sheet 0 0 0 Not anticipated. 3.24 Tree Disposition Sheets 3.24.1 Tree Disposition Plan Sheets Sheet 0 0 0 Refer to subconsultant WGI 3.24.2 Tree Disposition Plan Tables and Schedules Sheet 0 0 0 Refer to subconsultant WGI 3.25 Project Control Sheets Sheet 0 0 0 Not anticipated. 3.26 Environmental Detail Sheets Sheet 0 0 0 Not anticipated. 3.27 Utility Verification Sheets (SUE Data) Sheet 1 4 4 Roadway Plans Technical Subtotal 107 RibbeckEngi neeri ng_CityofM iami_LittleHavana_20260130_OSLS_1.xlsx 5. Roadway Plans Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.28 Quality Assurance/Quality Control LS % 5% 5 3.29 Supervision LS % 5% 5 5. Roadway Plans Total 117 RibbeckEngi neeri ng_CityofM iami_LittleHavana_20260130_OSLS_1.xlsx 5. Roadway Plans Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 4: Drainage Analysis Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours Comments 4.1 Drainage Map Hydrology Per Map 2 16 32 2 Additional drainage maps for additional blocks needed to provide French drain disposal system along SVV 14 avenue from south of SVV 3 Street to SVV 1 Street 4.11 Base Clearance Calculations Per Location 0 0 0 4.12 Pond Siting Analysis and Report Per Basin 0 0 0 4.13 Design of Cross Drains EA 0 0 0 4.14 Design of Ditches Per Ditch Mile 0 0 0 4.15 Design of Stormwater Management Facility (Offsite or Infield Pond) EA 0 0 0 4.16 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) per Cell 0 0 0 4.17 Design of Floodplain Compensation Per Floodplain Basin 0.2 24 5 0.2 per structure (mid -range) x 24 DS (24 DS for additional blocks needed to provide French drain disposal system along SVV 14 avenue from south of SVV 3 Street to SVV 1 Street) 4.2 Design of Storm Drains EA 24 48 24 DS for additional blocks needed to provide French drain disposal system along SVV 14 avenue from south of SVV 3 Street to SVV 1 Street 4 3 Design of Pump Station (Mechanical and Plumbing components) LS 0 4.18 Optional Culvert Material EA 0 0 0 4.3 French Drain Systems Per Cell 8 8 64 Total estimated 8 additional French drain cells for additional blocks needed to provide French drain disposal system along SVV 14 avenue from south of SVV 3 Street to SVV 1 Street 4.19 Existing French Drain Systems Per Cell 0 0 0 4.4 Drainage Wells EA 0 0 0 4.5 Drainage Design Documentation Report LS 1 0 0 4.20 Bridge Hydraulic Report EA 0 0 0 RibbeckEngin eerin g_CityofMiami_Little Havana_20260130_OSLS_1.xlsx 6a. Drainage Analysis 1 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 4: Drainage Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 4.21 Temporary Drainage Analysis LS 1 0 0 4.22 Cost Estimate LS 1 0 0 4 23 Technical Special Provisions / Modified Special Provisions LS 1 0 0 4.24 Hydroplaning Analysis LS 1 0 0 4.25 Existing Permit Analysis LS 1 0 0 4 6 Other Drainage Analysis (Pump station siting and disposal system) LS 1 0 4.27 Noise Barrier Evaluation LS 1 0 0 Drainage Analysis Technical Subtotal 149 4.6 Field Reviews LS 1 16 16 1 additional field review at 8 hrs x 2 ppl 4.7 Technical Meetings LS 1 0 0 Meetings are listed below 4.28 Environmental Look -Around (ELA) Meeting LS 1 0 0 Not anticipated 4.8 Quality Assurance/Quality Control LS % 5% 7 4.29 Independent Peer Review LS % 0% 0 4.9 Supervision LS % 5% 7 Drainage Analysis Nontechnical Subtotal 30 4.10 Coordination LS % 3% 5 6a. Drainage Analysis Total 184 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Base Clearance Water Elevation EA 0 0 0 0 Pond Siting EA 0 0 0 0 Agency EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 City of Miami EA 0 0 0 0 Other Meetings EA 0 0 0 Subtotal Technical Meetings 0 0 Progress Meetings (if required by FDOT) EA 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 .. 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) I 0 Cares to6.19 RibbeckEngin eerin g_CityofMiami_Little Havana_20260130_OSLS_1.xlsx 6a. Drainage Analysis 2 of 2 Cares to Tab 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 5. Drainage Plans Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date • City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 5.1 Drainage Map (Including Interchanges) Sheet 12 24 2 Additional drainage maps for additional blocks needed to provide French drain disposal system along SW 14 avenue from south of SW 3 Street to SW 1 Street 5.2 Bridge Hydraulics Recommendation Sheets Sheet 0 0 0 Not applicable 5.3 Summary of Drainage Structures Sheet 2 12 24 20 DS per sheet (20 DS/sheet x 2 sheets = to fit 24 DS) --> total 2 additional sheets 5.4 Optional Pipe/Culvert Material Sheet 0 0 0 5.5 Drainage, Paving and Grading Plan Sheet 3 4 12 3 additional drainage plans 5.5 Drainage Profile Sheet 3 4 12 3 additional drainage profiles 5.6 Drainage Structure Sheets (Per Structure) EA 24 2.5 60 24 DS for additional blocks needed to provide French drain disposal system along SW 14 avenue from south of SW 3 Street to SW 1 Street Includes work for developing the draiange structure cross sections. 5.7 Miscellaneous Drainage Detail Sheets Sheet i 0 5.8 Lateral Ditch Plan/Profile Sheet 0 0 0 Not applicable 5.9 Lateral Ditch Cross Sections EA 0 0 0 Not applicable 5.10 Retention/Detention Ponds Detail Sheets Sheet 0 0 0 Not applicable 5.11 Retention Pond Cross Sections EA 0 0 0 Not applicable 5.12 Erosion Control Plan Sheets Sheet 0 0 0 Not anticipated 5.13 SWPPP Sheets Sheet 3 4 12 3 additional sheets Drainage Plans Technical Subtotal 144 5.14 Quality Assurance/Quality Control LS % 5% 7 5.15 Supervision LS % 5% 7 6. Drainage Plans Total 158 RibbeckEngineering_CityofM iam_LittleHavana_20260130_OSLS_1.xlsx 5. Drainage Plans Page 1 of 1 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. , Task Units No. of Units Hours/ Units Total Hours Comments , 8.8 Traffic Data Analysis LS 1 0 Not anticipated 8.9 No Passing Zone Study LS 1 0 0 Not anticipated 8.1 Signing and Pavement Marking Master Design File LS 1 24 24 24 hrs to cover additional blocks needed to provide French drain disposal system along SW 14 avenue from south of SW 3 Street to SW 1 Street 8.10 Multi -Post Sign Support Calculations EA 0 0 0 8.2 Sign Panel Design Analysis EA 2 2 4 Assuming 2 additional signs 8.11 Sign Lighting/Electrical Calculations EA 0 0 0 Not anticipated 8.3 Signing and Pavement Marking Quantities LS 1 6 6 2 hrs/plan sheet x 3 additional plan sheets 8.12 Cost Estimate LS 1 0 0 8.13 Technical Special Provisions and Modified Special Provisions LS 1 0 0 8.14 Other Signing and Pavement Marking LS 1 0 0 Signing and Pavement Marking Analysis Technical Subtotal 34 8.4 Field Reviews LS 1 0 0 8.15 Technical Meetings LS 1 0 0 Meetings are listed below 8.5 Quality Assurance/Quality Control LS % 5% 2 8.16 Independent Peer Review LS % 0% 0 8.6 Supervision LS % 5% 2 Signing and Pavement Marking Analysis Nontechnical Subtotal 4 8.7 Coordination LS % 1 19. Signing and Pavement Marking Analysis Total 39 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OSLS_1.xlsx 19. Signing & Marking Analysis Page 1 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Task No. Task Units No. of Units Hours/ Units Total Hours Comments Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Sign Panel Design EA 0 0 0 0 Queue Length Analysis EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 Other Meetings EA 0 0 0 Subtotal Technical Meetings 0 Subtota Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 Carries to 19. 12 Carries to Tab 3 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OSLS_1.xlsx 19. Signing & Marking Analysis Page 2 of 2 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 9: Signing and Pavement Marking Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami I Ribbeck Engineering NOTE: Signature Block is optional, per District preference Tas Nok Task Scale Units No of Units Hours/ Unit No. of Sheets Total Hours Comments 9.1 Key Sheet Sheet 0 0 0 0 9.2 Summary of Pay Items Including Input LS 1 0 0 9.3 Tabulation of Quantities Sheet 1 8 1 8 1 additional tabulation of quantities sheet @ 8 hrs 9.4 General Notes/Pay Item Notes Sheet 1 4 1 4 9.5 Project Layout Sheet 0 0 0 0 9.6 Plan Sheet Sheet 3 4 3 12 3 additional sheets 9.7 Typical Details EA 0 0 0 9.8 Guide Sign Worksheets EA 2 2 4 Assuming 2 additional guide signs 9.9 Traffic Monitoring Site EA 0 0 0 9.10 Cross Sections EA 0 0 0 9.11 Special Service Point Details EA 0 0 0 9.12 Special Details LS 0 0 0 9.13 Interim Standards LS 0 0 0 Signing and Pavement Marking Plans Technical Subtotal 5 28 9.14 Quality Assurance/Quality Control LS % 5% 1 9.15 Supervision LS % 5% 1 20. Signing and Pavement Marking Plans Total 5 30 Ri b b e ck E n g i n ee n n g_Ci ty of M i a m i_ Li ttl e H ava n a_20260130_O S LS_ 1. x l sx 20. Signing & Marking Plans Page 1 of 1 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Landscape (Optional Services Scope #1) Breakdown - Landscape related optional services including Tree inventory and Assessment. A. Task 1 — Pre -Design Services & Testing 1. Tree Inventory and Assessment: Perform a tree inventory documenting the DBH, Height, Spread and condition of approximately 24 trees within project limits. Prepare an arborist report documenting each tree and assessing viability for relocation. B. Task 2 — Design Services 1. Prepare tree disposition plans identifying proposed disposition of existing trees, including those for protection, relocation and removal. Plans will include notes and details for tree protection measures and root pruning requirements. Plans will be sized at 24 x 36 at 50 scale. 2. Prepare tree replacement plans identifying tree receptor sites for relocation and proposed sites for tree mitigation of removed trees as required. Plans will be sized at 24 x 36 at 50 scale. Plans will include calculations for tree removal and mitigation required per City of Miami code. Coordination with individual homeowners and construction phase services are not included within this scope and fee. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Services Scope 2 — Harmonization due to raising of roadway Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: City of Miami East Little Havana Flood Mitigation Improvements- Optional Scope 2 - Harmonization due to raise of road Project No.: RFQ-23-24-004 Consultant Name: Ribbeck Engineering, Inc. Contract No.: Date: 1/30/2026 Estimator: Hans Ribbeck, P.E. STAFF CLASSIFICATION Job Classification Staff Project Manager 1 g Carlos Ribbeck, PE Rate: $80.00 Lead Roatlwy Engineer Hans Ribbeck, PE Rate: $86.00 Senior Engineer g Maher Maaliki, PE Rate: $86.00 Lead Stormwater Engineer Francis Mitchell, PE Rate: $80.00 Engineer Project g Johanna Ribbeck, PE Rate: $84.00 Engineering Intern g g Javier Veliz, El Rate: $60.00 Designer gTechnician Luis Rodriguez Rate: $54.00 Designer Elmer Rodriguez Rate: $45.00 Senior CADD Horacio Lopez Rate: $41.00 Staff Hours By Activity Salary Cost By Activity - Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Project General Tasks 2 Roadway Analysis 3 Roadway Plans 4 Drainage Analysis 5 Drainage Plans 6 Utility Coordination 7 Enviromental Permits 8 Signing & Marking Analysis 9 Signing & Marking Plans 10 Signalization Analysis 11 12 13 14 15 16 17 18 19 20 21 22 23 24 18 25 $1,440 $2,000 18 25 $1,548 $2,150 18 25 $1,548 $2,150 18 25 $1,440 $2,000 18 25 $1,512 $2,100 27 37 $1,620 $2,220 26 37 $1,404 $1,998 17 25 $765 $1,125 17 24 $697 $984 177 248 $11,974.00 $16,727.00 $67.65 $67.45 Total Staff Hours Total Staff Cost 43 $3,440.00 43 $3,698.00 43 $3,698.00 43 $3,440.00 43 $3,612.00 64 $3,840.00 63 $3,402.00 42 $1,890.00 425 $28,701.00 $67.53 Total % of Work by Position 10.1 % 10.1% 10.1% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey GreyLrew / day = $ 4 - man Survey Grey r / day = $ Notes: 1. This sheen o be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 10.1% 10.1% 15.1% 14.8% 9.9% 1 - SUBTOTAL ESTIMATED FEE (Prime Optional Services - Lump Sum): (multiplier 2.90) Subconsultant: HML (Public Outreach Support) Subconsultant: Subconsultant: Subconsultant: Subconsultant: 2 - SUBTOTAL ESTIMATED FEE (Optional Services - Lump Sum): Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Survey Fee (or Survey Crew Fee): 3- SUBTOTAL ESTIMATED FEE (Survey and Geotechnical - Optional Services - Lump Sum) Subconsultant: Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Optional Services - Limited Amount) Subconsultant: Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Allowance) GRAND TOTAL ESTIMATED FEE: $83,232.90 $38,245.20 $121,478.10 $121,478.10 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana Flood Mitigation (PIO - Optional Services) Project No.: B- Description: Consultant Name: HML Public Outreach Contract No.: Date: 1/18/2026 Estimator: HML Public Outreach STAFF CLASSIFICATION Job Classification Staff Applicable Rate Senior Community Oureach Specialist Heather M. Leslie Rate: $42.00 Outreach Support Specialist Aurora Gonzalez Rate: $32.00 Position 3 name Rate: Position 4 name Rate: Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Data Collection 5 $210 50 $1,600 55 $1,810 $32.91 2 Notifications 15 $630 75 $2,400 90 $3,030 $33.67 3 Harmonization Coordination 132 $5,544 75 $2,400 207 $7,944 $38.38 4 Documentation 2 $84 10 $320 12 $404 $33.67 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 154 210 364 Total Staff Cost $6,468.00 $6,720.00 $13,188.00 $36.23 Total % of Work by Position 42.3% 57.7% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $38,245.20 $38,245.20 $38,245.20 $38,245.20 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.1 Typical Section Package LS 1 0 0 2.2 Pavement Design Package LS 1 0 0 Use City of Miami pavement design 2.3 Horizontal Nertical Master Design Files LS 1 0 0 2.4 Cross Section Design Files LS 1 0 0 2.5 Temporary Traffic Control Plan Analysis LS 1 0 0 2.6 Master TTCP Design Files LS 1 0 0 2.7 Design Report LS 1 0 0 2.8 Computation of Quantities LS 1 16 16 Additional quantity take off effort 2.9 Cost Estimate LS 1 0 0 2.10 Pavement Type Selection Report LS 1 0 0 Not anticipated. 2.15 Cross -Slope Correction LS 1 0 0 Not anticipated. Roads are damaged and will be reconstructed. 2.16 Access Management LS 1 0 0 Not applicable. 2.17 Roundabout Evaluation LS 1 0 0 Not applicable. 2.18 Roundabout Final Design Analysis LS 1 0 0 Not applicable. 2.19a Selective Clearing and Grubbing of Existing VegetationField Assessment LS 1 0 0 Refer to subconsultant WGI 2.19b Selective Clearing and Grubbing Site Inventory of Existing Vegetation and Cross -Discipline Coordination (OPTIONAL SERVICES) LS 1 0 0 Refer to subconsultant WGI RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_2.xlsx 4. Roadway Analysis Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours I Comments 2 20 Selective Clearing and Grubbing- Existing Vegetation Maintenance Report LS 1 0 0 Refer to subconsultant WGI 2.21 Tree Dispostion Plan LS 1 0 0 Refer to subconsultant WGI 2.22 Design Variations and Exceptions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2 23 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Not anticipated. To be negotiated at a later time if needed. 2.24 Other Roadway Analyses LS 1 80 80 Raising low lying roads as feasible (roads < 4.5' NAVD) include SW 2 Street from SW 12 Ave. to SW 11 Ave., and SW 11 Ave. from SW 4 St. to SW 2 St. @ 80 hrs totoal Roadway Analysis Technical Subtotal 96 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_2.xlsx 4. Roadway Analysis Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.10 Field Reviews LS 1 0 0 2.25 Monitor Existing Structures LS 1 0 0 2.11 Technical Meetings LS 1 66 66 Meetings are listed below 2.12 Quality Assurance/Quality Control LS % 5% 5 2.26 Independent Peer Review LS % 0% 0 2.13 Supervision LS % 5% 5 Roadway Analysis Nontechnical Subtotal 76 2.14 Coordination LS % 5 4 Roadway Analysis Total 177 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Typical Section EA 0 0 0 0 Pavement EA 0 0 0 0 Access Management EA 0 0 0 0 15% Line and Grade EA 0 0 0 0 Driveways EA 0 0 0 0 Local Governments (cities, counties, MPO) EA 0 0 0 0 Work Zone Traffic Control EA 0 0 0 0 30/60/90/100% Comment Review Meetings EA 0 0 0 0 Other Meetings EA 22 3 66 Coordination with property owners to secure harmonization concurrence for raising of low lying roads. n Subtotal Technical Meetings 66 Subtotal Project Manager Meetings 0 Progress Meetings (if required by City) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 -- Total Meetings 66 Total Project Manager Meetings (carries to Tab 3) 0 Canes to 4.17 Carries to Tab 3 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_2.xlsx 4. Roadway Analysis Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.1 Key Sheet Sheet 1 0 0 3.2 Summary of Pay Items Including Quantity Input Sheet 0 0 3.3 Typical Section Sheets 3.3.1 Typical Sections EA 0 3.3.2 Typical Section Details EA 0 3.4 General Notes/Pay Item Notes Sheet 0 3.5 Summary of Quantities Sheets Sheet 10 Assuming 2 additional summary of quantity sheets. 3.6 Project Layout Sheet 0 3.7 Plan/Profile Sheet Sheet 0 3.8 Profile Sheet Sheet 0 3.9 Plan Sheet Sheet 0 3.10 Special Profile Sheet 0 0 0 3.11 Back -of -Sidewalk Profile Sheet Sheet 0 0 0 Not anticipated. Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_2.xlsx 5. Roadway Plans Page 1 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.12 Interchange Layout Sheet Sheet 0 C! 0 Not applicable. 3.13 Ramp Terminal Details (Plan View) Sheet 0 0 0 Not applicable. 3.14 Intersection Layout Details Sheet 1 0 0 3.15 Special Details EA 18 216 Assuming 18 harmonization details to raise the low lying roads as feasible (roads < 4.5' NAVD) include SW 2 Street from SW 12 Ave. to SW 11 Ave., and SW 11 Ave. from SW 4 St. to SW 2 St. 3.16 Cross -Section Pattern Sheets Sheet 0 0 0 Not anticipated. 3.17 Roadway Soil Survey Sheets Sheet 0 Obtained from Geotechnical, incorporated in plans. Assuming 12 sheets 3.18 Cross Sections EA 0 3.19 Temporary Traffic Control Plan Sheets Sheet 0 0 0 3.20 Temporary Traffic Control Cross Section Sheets EA 0 0 0 Not anicipated. 3.21 Temporary Traffic Control Detail Sheets Sheet 0 0 0 3.22 Utility Adjustment Sheets Sheet 0 0 0 3.23 Selective Clearing and Grubbing Sheets 3.23.1 Selective Clearing and Grubbing Sheet 0 0 0 Not anticipated. 3.23.2 Selective Clearing and Grubbing Details Sheet 0 0 0 Not anticipated. 3.24 Tree Disposition Sheets 3.24.1 Tree Disposition Plan Sheets Sheet 0 0 0 Refer to subconsultant WGI 3.24.2 Tree Disposition Plan Tables and Schedules Sheet 0 0 0 Refer to subconsultant WGI 3.25 Project Control Sheets Sheet 0 0 0 3.26 Environmental Detail Sheets Sheet 0 0 0 Not anticipated. 3.27 Utility Verification Sheets (SUE Data) Sheet 0 0 0 Roadway Plans Technical Subtotal 226 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_2.xlsx 5. Roadway Plans Page 2 of 3 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.28 Quality Assurance/Quality Control LS % 5°% 11 3.29 Supervision LS % 5% 11 5. Roadway Plans Total 248 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_2.xlsx 5. Roadway Plans Page 3 of 3 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Public Information (Optional Services) Breakdown Harmonization coordination for 22 properties. A. Task 1 — Data collection 1. Gathering contact information for each property B. Task 2 — Notifications 1. Develop and maintain harmonization tracking document and tracker map 2. Develop harmonization letter 3. Reach out to properties to schedule meetings C. Task 3 — Harmonization coordination 1. Participating in up to two meetings per property 2. Corresponding with owners and following up through execution D. TASK 4 — Documentation 1. Gathering files and information for city archive Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Services Scope 3 — Project Segmentation Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: City of Miami East Little Havana Flood Mitigation Improvements- Optional Scope 2 - Segmenting the project Project No.: RFQ-23-24-004 Consultant Name: Ribbeck Engineering, Inc. Contract No.: Date: 3/30/2026 Estimator: Hans Ribbeck, P.E. STAFF CLASSIFICATION Job Classification Staff Project Manager 1 g Carlos Ribbeck, PE Rate: $80.00 Lead Roatlwy Engineer Hans Ribbeck, PE Rate: $86.00 Senior Engineer g Maher Maaliki, PE Rate: $86.00 Lead Stormwater Engineer Francis Mitchell, PE Rate: $80.00 Engineer Project g Johanna Ribbeck, PE Rate: $84.00 Engineering Intern g g Javier Veliz, El Rate: $60.00 Designer gTechnician Luis Rodriguez Rate: $54.00 Designer Elmer Rodriguez Rate: $45.00 Senior CADD Horacio Lopez Rate: $41.00 Staff Hours By Activity Salary Cost By Activity - Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/Man Activity hours Cost/Man Activity hours Cost/ Activity 1 Project General Tasks 2 Roadway Analysis 16 $1,280 16 $1,376 16 $1,376 16 $1,280 16 $1,344 23 $1,380 22 $1,188 15 $675 15 $615 155 $10,514.00 $67.83 3 Roadway Plans 32 $2,560 32 $2,752 32 $2,752 32 $2,560 32 $2,688 47 $2,820 47 $2,538 31 $1,395 31 $1,271 316 $21,336.00 $67.52 4 Drainage Analysis 5 Drainage Plans 13 $1,040 13 $1,118 13 $1,118 14 $1,120 13 $1,092 20 $1,200 20 $1,080 13 $585 13 $533 132 $8,886.00 $67.32 6 Utility Coordination 7 Enviromental Permits 8 Signing &Marking Analysis 2 $160 2 $172 2 $172 2 $160 2 $168 3 $180 2 $108 2 $90 2 $82 19 $1,292.00 $68.00 9 Signing & Marking Plans 3 $240 3 $258 3 $258 3 $240 3 $252 5 $300 4 $216 3 $135 3 $123 30 $2,022.00 $67.40 10 Signalization Analysis 11 2 3 4 5 6 7 8 9 20 21 22 23 24 Total Staff Hours 66 66 66 67 66 98 95 64 652 Total Staff Cost $5,280.00 $5,676.00 $5,676.00 $5,360.00 $5,544.00 $5,880.00 $5,130.00 $2,880.00 $44,050.00 $67.56 Total % of Work by Position 10.1 % 10.1 % 10.1 % ESTIMATE OF SURVEY CREW COSTS 3 - man Survey GreyLrew / day = $ 4 - man Survey Grey r / day = $ Notes: 1. This sheen o be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 10.3% 10.1% 15.0% 14.6% 9.8% 1 - SUBTOTAL ESTIMATED FEE (Prime Optional Services - Lump Sum): Subconsultant: WGI, Inc. (Landscape Subconsultant: Subconsultant: Subconsultant: Subconsultant: 2 - SUBTOTAL ESTIMATED FEE (Optional Services - Lump Sum): Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Survey Fee (or Survey Crew Fee): 3- SUBTOTAL ESTIMATED FEE (Survey and Geotechnical - Optional Services - Lump Sum) Subconsultant: Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Optional Services - Limited Amount) Subconsultant: Subconsultant: 5- SUBTOTAL ESTIMATED FEE (Allowance) GRAND TOTAL ESTIMATED FEE: (multiplier 2.90) $127,745.00 $14,674.17 $142,419.17 $142,419.17 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFC) No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana (Project Segmentation) Optional Services Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 3/30/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 34 $2,056 6 $476 36 $1,340 24 $1,188 100 $5,060 $50.60 —� Total Staff Hours Total Staff Cost 34 $2,055.98 6 $476.04 36 $1,339.56 24 $1,188.48 100 $5,060.06 $50.60 Total % of Work by Position 34.0% 6.0% 36.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 24.0% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $14,674.17 $14,674.17 $14,674.17 $14,674.17 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.1 Typical Section Package LS 1 0 2.2 Pavement Design Package LS 1 0 2.3 Horizontal Nertical Master Design Files LS 1 0 0 2.4 Cross Section Design Files LS 1 0 0 2.5 Temporary Traffic Control Plan Analysis LS 1 0 0 2.6 Master TTCP Design Files LS 1 0 0 2.7 Design Report LS 1 0 0 2.8 Computation of Quantities LS 1 40 40 40 hours for additional quantity take off due to breakdown of project 2.9 Cost Estimate LS 1 96 96 96 hours for additional cost estimate for project breakdown 2.10 Pavement Type Selection Report LS 1 0 0 2.15 Cross -Slope Correction LS 1 0 0 2.16 Access Management LS 1 0 0 2.17 Roundabout Evaluation LS 1 0 0 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_3.xlsx 4. Roadway Analysis Page 1 of 6 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.18 Roundabout Final Design Analysis LS 1 0 0 2.19a Selective Clearing and Grubbing of Existing VegetationField Assessment LS 1 0 0 2.19b Selective Clearing and Grubbing Site Inventory of Existing Vegetation and Cross -Discipline Coordination (OPTIONAL SERVICES) LS 1 0 0 2 20 Selective Clearing and Grubbing- Existing Vegetation Maintenance Report LS 1 0 0 2.21 Tree Dispostion Plan LS 1 0 0 2.22 Design Variations and Exceptions LS 1 0 0 2 23 Technical Special Provisions and Modified Special Provisions LS 1 0 0 2.24 Other Roadway Analyses LS 1 0 0 Roadway Analysis Technical Subtotal 136 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_3.xlsx 4. Roadway Analysis Page 2 of 6 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 2: Roadway Analysis Task No. Task Units No of Units Hours/ Unit Total Hours Comments 2.10 Field Reviews LS 1 0 0 2.25 Monitor Existing Structures LS 1 0 0 2.11 Technical Meetings LS 1 0 0 Meetings are listed below 2.12 Quality Assurance/Quality Control LS % 5% 7 2.26 Independent Peer Review LS % 0% 0 2.13 Supervision LS % 5% 7 Roadway Analysis Nontechnical Subtotal 14 2.14 Coordination LS % 5 4 Roadway Analysis Total 155 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Typical Section EA 0 0 0 0 Pavement EA 0 0 0 0 Access Management EA 0 0 0 0 15% Line and Grade EA 0 0 0 0 Driveways EA 0 0 0 0 Local Governments (cities, counties, MPO) EA 0 0 0 0 Work Zone Traffic Control EA 0 0 0 0 30/60/90/100% Comment Review Meetings EA 0 0 0 0 Other Meetings EA 0 0 0 Coordination with property owners to secure harmonization concurrence for raising of low lying roads. n Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by City) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 -- Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 Canes to 4.17 Carries to Tab 3 RibbeckEngineeri ng_CityofM is m i_L ittleHavana_20260130_OS_3.xlsx 4. Roadway Analysis Page 3 of 6 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 3: Roadway Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.1 Key Sheet Sheet 1 8 8 1 Additional key sheets 3.2 Summary of Pay Items Including Quantity Input Sheet 4 96 Assuming 4 additional summary of pay items 3.3 Typical Section Sheets 3.3.1 Typical Sections EA 5 10 50 Assuming 5 additional typical section sheets 3.3.2 Typical Section Details EA 0 3.4 General Notes/Pay Item Notes Sheet 0 0 3.5 Summary of Quantities Sheets Sheet 6 30 Assuming 6 additional summary of quantity sheets. 3.6 Project Layout Sheet 1 8 Assuming an additional project layouts 3.7 Plan/Profile Sheet Sheet 0 0 3.8 Profile Sheet Sheet 0 0 3.9 Plan Sheet Sheet 0 3.10 Special Profile Sheet 0 0 0 3.11 Back -of -Sidewalk Profile Sheet Sheet 0 0 0 Not anticipated. Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_3.xlsx 5. Roadway Plans Page 4 of 6 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.12 Interchange Layout Sheet Sheet 0 C! 0 Not applicable. 3.13 Ramp Terminal Details (Plan View) Sheet 0 0 0 Not applicable. 3.14 Intersection Layout Details Sheet 0 0 0 3.15 Special Details EA 4 48 Assuming 4 additional detail sheets 3.16 Cross -Section Pattern Sheets Sheet 0 0 0 Not anticipated. 3.17 Roadway Soil Survey Sheets Sheet 0 3.18 Cross Sections EA 0 3.19 Temporary Traffic Control Plan Sheets Sheet 0 0 0 Refer to TTCP Detail Sheets 3.20 Temporary Traffic Control Cross Section Sheets EA 0 0 0 Not anicipated. 3.21 Temporary Traffic Control Detail Sheets Sheet 6 8 48 Assuming 6 additiona TTCP details and phasing notes 3.22 Utility Adjustment Sheets Sheet 0 0 0 3.23 Selective Clearing and Grubbing Sheets 3.23.1 Selective Clearing and Grubbing Sheet 0 0 0 Not anticipated. 3.23.2 Selective Clearing and Grubbing Details Sheet 0 0 0 Not anticipated. 3.24 Tree Disposition Sheets 3.24.1 Tree Disposition Plan Sheets Sheet 0 0 0 Refer to subconsultant WGI 3.24.2 Tree Disposition Plan Tables and Schedules Sheet 0 0 0 Refer to subconsultant WGI 3.25 Project Control Sheets Sheet 0 0 0 3.26 Environmental Detail Sheets Sheet 0 0 0 Not anticipated. 3.27 Utility Verification Sheets (SUE Data) Sheet 0 0 0 Assuming 4 utility verified sheets Roadway Plans Technical Subtotal 288 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_3.xlsx 5. Roadway Plans Page 5 of 6 1/30/2026 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 3: Roadway Plans Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 3.28 Quality Assurance/Quality Control LS % 5°% 14 3.29 Supervision LS % 5% 14 5. Roadway Plans Total 316 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_3.xlsx 5. Roadway Plans Page 6 of 6 1/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 5. Drainage Plans Estimator: Carlos Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units or Sheet Hours/ Unit or Sheet Total Hours Comments 5.1 Drainage Map (Including Interchanges) Sheet 6 6 36 Assuming modifying 6 drainage maps due to project segmentation @ 6 hrs each modified sheet 5.2 Bridge Hydraulics Recommendation Sheets Sheet 0 0 0 Not applicable 5.3 Summary of Drainage Structures Sheet 4 6 24 Assuming modifying 4 drainage structure sheets due to project segmentation @ 6 hrs each modified sheet 5.4 Optional Pipe/Culvert Material Sheet 0 0 0 5.5 Drainage, Paving and Grading Plan Sheet 8 2 16 Assuming 8 drainage plan sheets to be modified due to project segmentation @ 2 hrs each modified sheet 5.5 Drainage Profile Sheet 8 2 16 Assuming 8 drainage profiles sheets to be modified due to project segmentation @ 2 hrs each modified sheet 5.6 Drainage Structure Sheets (Per Structure) EA 0 2.5 0 5.7 Miscellaneous Drainage Detail Sheets Sheet 0 0 5.8 Lateral Ditch Plan/Profile Sheet 0 0 0 Not applicable 5.9 Lateral Ditch Cross Sections EA 0 0 0 Not applicable 5.10 Retention/Detention Ponds Detail Sheets Sheet 0 0 0 Not applicable 5.11 Retention Pond Cross Sections EA 0 0 0 Not applicable 5.12 Erosion Control Plan Sheets Sheet 8 2 16 Assuming 8 plan sheets to be modified due to project segmentation @ 2 hrs each modified sheet 5.13 SWPPP Sheets Sheet 3 4 12 3 additional sheets for new set Drainage Plans Technical Subtotal 120 5.14 Quality Assurance/Quality Control LS % 5% 6 5.15 Supervision LS % 5% 6 al 6. Drainage Plans Total 132 RibbeckEngineering_CityofM iami_LittleHavana_20260130_OS_3.xlsx 5. Drainage Plans Page 1 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 City of Miami Ribbeck Engineering NOTE: Signature Block is optional, per District preference Task No. Task , Units No. of Units Hours/ Units Total Hours Comments 8.8 Traffic Data Analysis LS 1 0 Not anticipated 8.9 No Passing Zone Study LS 1 0 0 Not anticipated 8.1 Signing and Pavement Marking Master Design File LS 1 0 0 8.10 Multi -Post Sign Support Calculations EA 0 0 0 8.2 Sign Panel Design Analysis EA 0 0 0 8.11 Sign Lighting/Electrical Calculations EA 0 0 0 8.3 Signing and Pavement Marking Quantities LS 1 16 16 Assuming 16 hours to perform additional SPM quantity take offs due to project segmentation 8.12 Cost Estimate LS 1 0 0 8.13 Technical Special Provisions and Modified Special Provisions LS 1 0 0 8.14 Other Signing and Pavement Marking LS 1 0 0 Signing and Pavement Marking Analysis Technical Subtotal 16 8.4 Field Reviews LS 1 0 0 8.15 Technical Meetings LS 1 0 0 Meetings are listed below 8.5 Quality Assurance/Quality Control LS % 5% 1 8.16 Independent Peer Review LS % 0% 0 8.6 Supervision LS % 5% 1 Signing and Pavement Marking Analysis Nontechnical Subtotal 2 8.7 Coordination LS % 1 19. Signing and Pavement Marking Analysis Total 19 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_3.xlsx 19. Signing & Marking Analysis Page 2 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 8: Signing and Pavement Marking Analysis Task No. Task Units No. of Units Hours/ Units Total Hours Comments Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number Sign Panel Design EA 0 0 0 0 Queue Length Analysis EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 Other Meetings EA 0 0 0 Subtotal Technical Meetings 0 Subtota Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 Carries to 19. 12 Carries to Tab 3 Ri bbeckEngi neering_CityofM iami_LittleHava na_20260130_OS_3.xlsx 19. Signing & Marking Analysis Page 3 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 9: Signing and Pavement Marking Plans Estimator: Hans Ribbeck, PE City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami I Ribbeck Engineering NOTE: Signature Block is optional, per District preference Tas Nok Task Scale Units No of Units Hours/ Unit No. of Sheets Total Hours Comments 9.1 Key Sheet Sheet 0 0 0 0 9.2 Summary of Pay Items Including Input LS 1 0 0 9.3 Tabulation of Quantities Sheet 2 4 2 8 Assuming modifications to 2 SPM tabulation sheets due to project segmentation @ 2 hrs/sheet 9.4 General Notes/Pay Item Notes Sheet 1 4 1 4 Additional SPM notes to new set. 9.5 Project Layout Sheet 0 0 0 0 9.6 Plan Sheet Sheet 8 2 8 16 Assuming modificaiton to 8 SPM sheets due to project segmentation @ 2/hrs per sheet 9.7 Typical Details EA 0 0 0 9.8 Guide Sign Worksheets EA 0 0 0 9.9 Traffic Monitoring Site EA 0 0 0 9.10 Cross Sections EA 0 0 0 9.11 Special Service Point Details EA 0 0 0 9.12 Special Details LS 0 0 0 9.13 Interim Standards LS 0 0 0 Signing and Pavement Marking Plans Technical Subtotal 11 28 9.14 Quality Assurance/Quality Control LS % 5% 1 9.15 Supervision LS % 5% 1 20. Signing and Pavement Marking Plans Total 11 30 Ri b b e ck E n g i n ee n n g_Ci ty of M i a m i_ Li ttl e H ava n a_20260130_O S_3. xl sx 20. Signing & Marking Plans Page 4 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Landscape Analysis Estimator: City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 FDOT District Consultant Name NOTE: Signature Block is optional, per District preference Task No. Task Units No. of Units Hours/ Units Total Hours Comments 25.1 Data Collection LS 1 0 0 25.2 Site Inventory and Analysis 25.2a Selective Clearing and Grubbing Site Inventory LS 1 0 0 25.2b Inventory and Analysis LS 1 0 0 25.2c Vegetation Disposition Plan 25.2c1 Vegetation Disposition Plan- Mainline Per mainline mile 0 0 0 25.2c2 Vegetation Disposition Plan- Interchange er nterchange 0 0 0 25.3 Planting Design 25.3a Conceptual Planting Design 25.3a1 Report Preparation LS 1 0 0 25.3a2 Mainline Per mainline mile 0 0 0 25.3a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 25.3a4 Toll Plazas EA 0 0 0 25.3b Final Planting Design 25.3b1 Master Design File Creation LS 1 0 0 25.3b2 Mainline Per mainline mile 0 0 0 25.3b3 Interchanges, Intersections, and Rest Areas EA 0 0 0 25.3b4 Toll Plazas EA 0 0 0 Landscape_OS3.xlsx 25. Landscape Analysis Page 1 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Landscape Analysis 25.4 Irrigation Design 25.4a Conceptual Irrigation Design 25..4a1 Feasibility Report LS 1 0 0 25..4a2 Mainline Per mainline mile 0 0 0 25..4a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 25..4a4 Toll Plazas EA 0 0 0 25.4b Final irrigation Design 25.4b1 Mainline Per mainline mile 0 0 0 25.4b2 Interchanges, Intersections, and Rest Areas EA 0 0 0 25.4b3 Toll Plazas EA 0 0 0 25.5 Hardscape Design 25.5a Conceptual Hardscape Design Per mainline mile 0 0 0 26.5b Final Hardscape Design Per mainline mile 0 0 0 25.6 Roll Plots EA 0 0 0 25.7 Cost Estimates LS 1 16 16 Breakdown of cost estimates due to project segmentation 25 8 Technical Special Provisions and Modified Special Provisions LS 1 0 0 25.9 Inspection Services LS 1 0 0 25.10 Other Landscape Services LS 1 30 30 Additional permit set including submittal, responding to comments and implementation. 25.11 Outdoor Advertising EA 0 0 0 Landscape Analysis Technical Subtotal 46 25.12 Field Reviews LS 1 0 0 25.13 Technical Meetings / Public Meetings LS 1 0 0 Meetings are listed below 25.14 Quality Assurance/Quality Control LS % 5% 2 25.15 Independent Peer Review LS % 0% 0 25.16 Supervision LS % 5% 2 Landscape Analysis Nontechnical Subtotal 4 Landscape_OS3.xlsx 25. Landscape Analysis Page 2 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Landscape Analysis 25.17 Project Coordination LS % 3% 2 25.18 Interdisciplinary Coordination LS % 0% 0 25. Landscape Analysis Total 52 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number FDOT (kickoff, concept review) EA 0 0 0 0 Maintaining Agency (cities, counties) EA 0 0 0 0 Utility Owners EA 0 0 0 0 Local Agency for Tree Removal EA 0 0 0 0 Local Citizen Group(s) EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3)I 0 Carries to 25.12 Carries to Tab 3 Landscape_OS3.xlsx 25. Landscape Analysis Page 3 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Landscape Plans Estimator: MO City of Miami East Little Havana Flood Mitigation Improvements RFQ 24-25-003 Representing Print Name Signature / Date City of Miami Consultant Name NOTE: Signature Block is optional, per District preference Task No. Task Scale Units No. of Units Hours/ Unit No. of Sheets Total Hours Comments 26.1 Key Sheet Sheet 1 8 1 8 Assuming need for 1 additional key sheet 26.2 Tabulation of Quantities Sheet 4 2 4 8 Assuming modificaitons to 4 landscape tab of quantities 26.3 General Notes Sheet 1 4 1 4 Assuming need for 1 additional general note sheet 26.4 Tree and Vegetation Protection and Relocation Plans and Tree Disposition Plans Sheet 12 2 12 24 Assuming modificaiton to 12 landscape sheets and/or tables due to segmentation of project assuming 2 hours per modified sheet/table 26.5 Planting Plans For Linear Roadway Projects Sheet 0 0 0 0 26.6 Planting Plans (Interchanges and Toll Plazas) Sheet 0 0 0 0 26.7 Planting Details and Notes Sheet 0 0 0 0 26.8 Irrigation Plans for Linear Roadway Project Sheet 0 0 0 0 26.9 Irrigation Plans for Interchange and Toll Plazas Sheet 0 0 0 0 26.10 Irrigation Details and Notes Sheet 0 0 0 0 26.11 Hardscape Plans Sheet 0 0 0 0 26.12 Hardscape Details and Notes Sheet 0 0 0 0 26.13 Maintenance Plan Sheet 0 0 0 0 Landscape Plans Technical Hours Subtotal 18 44 26.14 Quality Assurance/Quality Control LS % 5% 2 26.15 Supervision LS % 5% 2 26. Landscape Plans Total 18 48 Landscape_053.xlsx 26. Landscape Plans Page 4 of 4 3/30/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-2.1 Proposed Landscape (Optional Services) Scope and fee I. GENERAL WGI will provide the following services: - Landscape related optional services including Tree inventory and Assessment. II. SCOPE OF WORK To provide landscape related optional services if value engineering is approved by the City. A. Task 1 — Pre -Design Services & Testing 1. Tree Inventory and Assessment: Perform a tree inventory documenting the DBH, Height, Spread and condition of approximately 24 trees within project limits. Prepare an arborist report documenting each tree and assessing viability for relocation. B. Task 2 — Design Services 1. Prepare tree disposition plans identifying proposed disposition of existing trees, including those for protection, relocation and removal. Plans will include notes and details for tree protection measures and root pruning requirements. Plans will be sized at 24 x 36 at 50 scale. 2. Prepare tree replacement plans identifying tree receptor sites for relocation and proposed sites for tree mitigation of removed trees as required. Plans will be sized at 24 x 36 at 50 scale. Plans will include calculations for tree removal and mitigation required per City of Miami code. Coordination with individual homeowners and construction phase services are not included within this scope and fee. III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Services - Contamination Assessment Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Contamination Impact Assessment Optional Services I GENERAL WGI will provide the following services: - Contamination Impact Assessment (Optional Services). II SCOPE OF WORK To provide contamination impact assessment and landscape related services. A Task 1 — Pre -Design Services & Testing 1. Contamination Impact Assessment. Conduct a desktop review of the 7 known contamination sites in the Miami -Dade County Environmental Considerations Map and FDEP Contamination Locator Map databases that are within 500 feet of the proposed drainage improvements. Review the existing DERM and FDEP contamination assessment files to depict the extent of known soil and groundwater contamination. Prepare a summary memorandum and request concurrence of the nature and extent of soil contamination from DERM. Coordinate with drainage engineers to avoid contamination to the extent practicable. Review databases again prior to final design to confirm no new contamination sites. Collection of soil or groundwater samples is not anticipated to be required and is therefore not included in the base scope of service. III COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project:RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana Project No.: B- Description: Consultant Name: WGI Contract No.: Date: 1/16/2026 Estimator: John Abbott STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal Env Sci / PG John Abbott Rate: $92.79 Professional Geologist Mike Fisher Rate: $65.61 Environmental Scientist Rachel Starck Rate: $31.25 Environmental Scientist Ashley Spina Rate: $31.25 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Contamination Impact Analysis 80 $7,423 16 $1,050 120 $3,750 16 $500 232 $12,723 $54.84 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 80 $7,423.20 16 $1,049.76 120 $3,750.00 16 $500.00 232 $12,722.96 $54.84 Total Staff Cost Total % of Work by Position 34.5% 6.9% 51.7 ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - / day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 6.9% 1 -SUBTOTAL ESTIMATED FEE: Subconsultant: WGI, Inc. Subconsultant: Sub 2 Subconsultant: Sub 3 Subconsultant: Sub 4 Subconsultant: Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: (multiplier 2.90) $36,896.58 $36,896.58 $36,896.58 $36,896.58 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-1: Landscape Architecture Analysis & Plans; and Contamination Impact Assessment - Scope & Fee (WGI) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-1 Proposed Landscape and Contamination Impact Assessment Scope and fee I GENERAL WGI will provide the following services: - Contamination Impact Assessment (Optional Services). - Landscape related services including Tree inventory and Assessment. II SCOPE OF WORK To provide contamination impact assessment and landscape related services. A Task 1 — Pre -Design Services & Testing 1. Contamination Impact Assessment. Conduct a desktop review of the 7 known contamination sites in the Miami -Dade County Environmental Considerations Map and FDEP Contamination Locator Map databases that are within 500 feet of the proposed drainage improvements. Review the existing DERM and FDEP contamination assessment files to depict the extent of known soil and groundwater contamination. Prepare a summary memorandum and request concurrence of the nature and extent of soil contamination from DERM. Coordinate with drainage engineers to avoid contamination to the extent practicable. Review databases again prior to final design to confirm no new contamination sites. Collection of soil or groundwater samples is not anticipated to be required and is therefore not included in the base scope of service. 2. Tree Inventory and Assessment: Perform a tree inventory documenting the DBH, Height, Spread and condition of approximately 272 trees within project limits. Prepare an arborist report documenting each tree and assessing viability for relocation. Task 2 — Design Services 1. Prepare tree disposition plans identifying proposed disposition of existing trees, including those for protection, relocation and removal. Plans will include notes and details for tree protection measures and root pruning requirements. Plans will be sized at 24 x 36 at 50 scale. 2. Prepare tree replacement plans identifying tree receptor sites for relocation and proposed sites for tree mitigation of removed trees as required. Plans will be sized at 24 x 36 at 50 scale. Plans will include calculations for tree removal and mitigation required per City of Miami code. Coordination with individual homeowners and construction phase services are not included within this scope and fee. III COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 1/16/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 168 $10,159 24 $1,904 100 $3,721 60 $2,971 352 $18,755 $53.28 2 Landscape Plans 60 $3,628 20 $1,587 54 $2,009 35 $1,733 169 $8,958 $53.00 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 228 44 154 95 521 Total Staff Cost $13,787.16 $3,490.96 $5,730.34 $4,704.40 $27,712.86 $53.19 Total % of Work by Position 43.8% 8.4 29.6% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 18.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $80,367.29 $80,367.29 $80,367.29 $80,367.29 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: Project No.: B- Description: Consultant Name: Enter name of prime or subconsultant Contract No.: enter consultants proj. number Date: 1/16/2026 Estimator: insert name STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal Env Sci / PG John Abbott Rate: $92.79 Professional Geologist Mike Fisher Rate: $65.61 Environmental Scientist Rachel Starck Rate: $31.25 Environmental Scientist Ashley Spina Rate: $31.25 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Contamination Impact Analysis 80 $7,423 16 $1,050 120 $3,750 16 $500 232 $12,723 $54.84 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 80 $7,423.20 16 $1,049.76 120 $3,750.00 16 $500.00 232 $12,722.96 $54.84 Total Staff Cost Total % of Work by Position 34.5% 6.9% 51.7 ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - / day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 6.9% 1 -SUBTOTAL ESTIMATED FEE: Subconsultant: WGI, Inc. Subconsultant: Sub 2 Subconsultant: Sub 3 Subconsultant: Sub 4 Subconsultant: Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: (multiplier 2.90) $36,896.58 $36,896.58 $36,896.58 $36,896.58 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Estimator: Cheryl Callender Representing FDOT District 12. Landscape Analysis RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana e & description Consultant Name NOTE: Signature Block is optional, per District preference No. No. Task Units o No Units Unitsts/ Total Hours Comments 12.1 Data Collection LS 1 12 12 Base file coordination and compiling for plan production 12.2 Site Inventory and Analysis 12.2a Selective Clearing and Grubbing Site Inventory LS 1 0 0 12.2b Inventory and Analysis LS 1 152 152 Inventory and arborist assessment of 272 trees as shown in the survey file provided by others (30 mins a trees which includes travel, photo documentation, and obtaining tree measurements and condition) = 30 min x 268 = 136 hours: Tree inventory creation = 16 hours: (Total: 136 hours + 16 hours = 152 hours) 12.2c Vegetation Disposition Plan 12.2c1 Vegetation Disposition Plan- Mainline Per mainline mile 1 100 100 Tree Disposition Table/List (20 hours). Does not include Tree disposition Plans. Replacement Tree calculation (80 hours) (Includes calculations for tree mitigation) (60/90/100 submittals and addressing comments) 12.2c2 Vegetation Disposition Plan- Interchangei er nterchange 0 0 0 12.3 Planting Design 12.3a Conceptual Planting Design 12.3a1 Report Preparation LS 1 40 40 Certified Arborist Report 12.3a2 Mainline Per mainline mile 0 0 0 12.3a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.3a4 Toll Plazas EA 0 0 0 12.3b Final Planting Design 12.3b1 Master Design File Creation LS 1 0 0 12.3b2 Mainline Per mainline mile 0 0 0 12.3b3 Interchanges, Intersections, and Rest Areas EA 0 0 0 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 1 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 25. Landscape Analysis 12.3b4 Toll Plazas EA 0 0 0 12.4 Irrigation Design 12.4a Conceptual Irrigation Design 12.4a1 Feasibility Report LS 1 0 0 12.4a2 Mainline Per mainline mile 0 0 0 12.4a3 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.4a4 Toll Plazas EA 0 0 0 12.4b Final irrigation Design 12.4b1 Mainline Per mainline mile 0 0 0 12.4b2 Interchanges, Intersections, and Rest Areas EA 0 0 0 12.4b3 Toll Plazas EA 0 0 0 12.5 Hardscape Design 12.5a Conceptual Hardscape Design Per mainline mile 0 0 0 12.5b Final Hardscape Design Per mainline mile 0 0 0 12.6 Roll Plots EA 0 0 0 12.7 Quantites for EQ Report Project Complexity Calculated Hours 0 0 Phase 2 Submittal 12.8 Cost Estimates LS 1 16 16 12 9 Technical Special Provisions and Modified Special Provisions LS 1 0 0 12.10 Inspection Services LS 1 0 0 12.11 Other Landscape Services LS 1 0 0 12.12 Outdoor Advertising EA 0 0 Landscape Analysis Technical Subtotal 320 12.13 Field Reviews LS 1 0 0 12.14 Technical Meetings / Public Meetings LS 1 16 16 Meetings are listed below 12.15 Quality Assurance/Quality Control LS % 5% 16 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 2 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 25. Landscape Analysis 12.16 Independent Peer Review LS % 0% 0 12.17 Supervision LS % 0% 0 Landscape Analysis Nontechnical Subtotal 32 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 3 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 25. Landscape Analysis 12.18 Project Coordination LS % 0% 0 12.19 Interdisciplinary Coordination LS % 0% 0 25. Landscape Analysis Total 352 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number FDOT (kickoff, concept review) EA 2 4 8 0 Maintaining Agency (cities, counties) EA 0 0 0 0 Utility Owners EA 0 0 0 0 Local Agency for Tree Removal EA 0 0 0 0 Local Citizen Group(s) EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 8 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 i7 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 2 4 8 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 16 Total Project Manager Meetings (carries to Tab 31I 0 Carries to 25.14 Carries to Tab 3 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 25. Landscape Analysis Page 4 of 4 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 12 Landscape Plans Estimator Cheryl Callender 26. Landscape P lans Staff Hours Enter project name & description 999999-1-32-01 Representing Print Name Signature / Date FDOT District Consultant Name NOTE Signature Block is optional, per District preference Task No. Task Project Parameter Staff Hours Documentation Description Units Complexity Calculated Department Consultant Negotiated Provide documentation when negotiated hours differ from the calculated hours. 12.b1 Key Sheet Yes 4 0 0 4 Cover sheet Signature Sheet 12.b2 Plant Schedule 0 0 0 6 Tree Inventory / Tree Diposition = 3 sheets, 3 sheets x 2 hours a sheet = 6 hours 12.b3 General Notes/Pay Item Notes Notes 0 0 0 0 4 Details and notes = 2 sheets x 2 hours = 4 hours 12.b4 Planting Plans For Linear Areas Length (Miles) 0.00 0 0 0 120 Au aucc, ea w malt ka, n ,,,. iu Laapualauu 1 lala !Ica icylat.,mucia iicc� u a — 120 hours. Tree disposition and Replacements will be shown within the same plan sheets. Separate Plans are not N ` 12.b5 Planting Plans for Non -Linear Areas (Stormwater Facilities, Rest Areas, Interchanges, & Toll Plazas) area (Acre) 0.00 0 0 0 0 12.b6 Planting Details and Notes Details 0 0 0 0 0 12.b7 Irrigation Plans for Linear Areas Length (Miles) 0.00 0 0 0 0 12.b8 Irrigation Plans for Non -Linear Areas (Stormwater Facilities, Rest Areas, Interchanges, & Toll Plazas) area (Acre) 0.00 0 0 0 0 12.b9 Irrigation Details and Notes Details 0 0 0 0 0 12.b10 Hardscape Plans 0 0 0 0 12.b11 Hardscape Details and Notes 0 0 0 0 12.b13 Maintenance Plan Yes Mid Range 16 0 0 16 Landscape Plans Technical Hours Subtotal 20 0 0 150 12.b14 Quality Assurance/Quality Control % 7% 10 0 0 11 12.b15 Supervision % 5% 1 0 0 8 26. Landscape Plans Total 31 0 0 169 designsheforms-v-2022-01 WGI Landscape_01.09.26.xlsx 26. Landscape Plans Page 1 of 1 1 /16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 13: Environmental (Contamination Assessment) Estimator: East Little Havana Flood Mitigation - Contamination Assessment FDOT District Consultant Name NOTE: Signature Block is optional, per District preference Task No. Task Units No. of Units Hours/ Units Total Hours Comments Environmental Permits and Environmental Clearances 8.1 Preliminary Project Research LS 1 f1 0 Permits 8.2 Field Work 8.2.1 Pond Site Alternatives per pond site 0 0 0 8 2 2 Establish Wetland Jurisdictional Lines and Assessments LS 1 0 0 8.2.3 Species Surveys LS 1 0 0 8.3 Agency Verification of Wetland Data LS 1 0 0 8.4 Complete And Submit All Required Permit Applications 8 4 1 Complete and Submit All Required Wetland Permit Applications LS 1 0 0 8 4 2 Complete and Submit All Required Species Permit Applications LS 1 0 0 8.5 Coordinate and Review Dredge and Fill Sketches LS 1 0 0 8.6 Complete and Submit Documentation for Coordination and/or USCG Permit Application 8.6.1 Prepare and submit required documents for USCG coordination LS 1 0 0 8.6.2 Complete and submit USCG Bridge Application LS 1 0 0 8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application LS 1 0 0 8 8 Prepare Coastal Construction Control Line (CCCL) Permit Application LS 1 0 0 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Page 1 of 3 1 / 18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Proiect Activity 13: Environmental (Contamination Assessment) Task No. Task Units No. of Units Hours/ Units Total Hours Comments 8 9 Prepare USACE Section 408 Application to Alter a Civil Works Project LS 1 0 0 8.10 Compensatory Mitigation Plan LS 1 0 0 8.11 Mitigation Coordination and Meetings LS 1 0 0 8.12 Regulatory Agency Support LS 1 0 0 Environmental Clearances/Reevaluations 8.13 Technical support to Department for Environmental Clearances and Reevaluations (use when consultant provides technical support only) 8.13.1 NEPA or SEIR Reevaluation LS 1 0 0 8.13.2 Archaeological and Historical Resources LS 1 0 0 8.13.3 Wetland Impact Analysis LS 1 0 0 8.13.4 Essential Fish Habitat Impact Analysis LS 1 0 0 8.13.5 Protected Speices and Habitat Impact Analysis LS 1 0 0 8.14 Preparation of Environmental Clearances and Reevaluations (use when consultant prepares all documents associated with reevaluation) 8.14.1 NEPA or SEIR Reevaluation LS 1 0 0 8.14.2 Archaeological and Historical Resources LS 1 0 0 8.14.3 Wetland Impact Analysis LS 1 0 0 8.14.4 Essential Fish Habitat Impact Analysis LS 1 0 0 8.14.5 Protected Species and Habitat Impact Analysis LS 1 0 0 8.15 Other Environmental Permits LS 1 0 0 8.16 Contamination Impact Analysis LS 1 0 232 Conduct a desktop review of the known contamination sites in the Miami -Dade County Environmental Considerations Map, FDEP Contamination Locator Map, and FDEP Institutional Controls Registry databases that are within the area of the proposed drainage improvements plus a 500 ft buffer zone. Review the existing DERM and FDEP contamination assessment files to depict the extent of known soil and groundwater contamination. Prepare a technical memorandum that can be used by the design engineers to avoid contamination to the extent practicable. Collection of soil or groundwater samples is not anticipated to be needed and is therefore not included in the base scope of servicece. 8.17 Asbestos Survey LS 1 0 0 Environmental Permits and Environmental Clearances/Reevaluations Technical Subtotal 232 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Page 2 of 3 1 / 18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Proiect Activity 13: Environmental (Contamination Assessment) Task No. Task Units No. of Units Hours/ Units Total Hours Comments 8.18 Technical Meetings LS 1 0 0 Meetings are listed below 8.19 Quality Assurance/Quality Control LS % 0% 0 8.20 Supervision LS % 0% 0 Environmental Permits and Environmental Clearances Nontechnical Subtotal 0 8.21 Coordination LS % 0% 0 8. Environmental Permits and Environmental Clearances Total 232 Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number WMD EA 0 0 0 0 NMFS EA 0 0 0 0 USACE EA 0 0 0 0 USCG EA 0 0 0 0 USFWS EA 0 0 0 0 FFWCC EA 0 0 0 0 FDOT EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings 0 Total Project Manager Meetings (carries to Tab 3) 0 staff hour estimate WGI contam 2026-01-07.xlsx 8. Env. Permits and Clearances Carries to 8.18 Page 3 of 3 Carries to Tab 3 1 / 18/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Scope Landscape Architecture Analysis & Plans Scope & Fee (WGI) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-1.1 Proposed Landscape (Optional Services Scope #1) Scope and fee I. GENERAL WGI will provide the following services: - Landscape related optional services including Tree inventory and Assessment. II. SCOPE OF WORK To provide landscape related optional services if value engineering is approved by the City. A. Task 1 — Pre -Design Services & Testing 1. Tree Inventory and Assessment: Perform a tree inventory documenting the DBH, Height, Spread and condition of approximately 24 trees within project limits. Prepare an arborist report documenting each tree and assessing viability for relocation. B. Task 2 — Design Services 1. Prepare tree disposition plans identifying proposed disposition of existing trees, including those for protection, relocation and removal. Plans will include notes and details for tree protection measures and root pruning requirements. Plans will be sized at 24 x 36 at 50 scale. 2. Prepare tree replacement plans identifying tree receptor sites for relocation and proposed sites for tree mitigation of removed trees as required. Plans will be sized at 24 x 36 at 50 scale. Plans will include calculations for tree removal and mitigation required per City of Miami code. Coordination with individual homeowners and construction phase services are not included within this scope and fee. III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFQ No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana (SW 14 Ave) Optional Services Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 1/18/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 25 $1,512 2 $159 21 $781 10 $495 58 $2,947 $50.81 Total Staff Hours Total Staff Cost 25 $1,511.75 2 $158.68 21 $781.41 10 $495.20 58 $2,947.04 $50.81 Total % of Work by Position 43.1 % 3.4% 36.2% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: crew days at 4 - man Survey Crew: crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 17.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $8,546.42 $8,546.42 $8,546.42 $8,546.42 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-2.1 Proposed Landscape (Optional Services) Scope and fee I. GENERAL WGI will provide the following services: - Landscape related optional services including Tree inventory and Assessment. II. SCOPE OF WORK To provide landscape related optional services if value engineering is approved by the City. A. Task 1 — Pre -Design Services & Testing 1. Tree Inventory and Assessment: Perform a tree inventory documenting the DBH, Height, Spread and condition of approximately 24 trees within project limits. Prepare an arborist report documenting each tree and assessing viability for relocation. B. Task 2 — Design Services 1. Prepare tree disposition plans identifying proposed disposition of existing trees, including those for protection, relocation and removal. Plans will include notes and details for tree protection measures and root pruning requirements. Plans will be sized at 24 x 36 at 50 scale. 2. Prepare tree replacement plans identifying tree receptor sites for relocation and proposed sites for tree mitigation of removed trees as required. Plans will be sized at 24 x 36 at 50 scale. Plans will include calculations for tree removal and mitigation required per City of Miami code. Coordination with individual homeowners and construction phase services are not included within this scope and fee. III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFC) No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana (Project Segmentation) Optional Services Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 3/30/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 34 $2,056 6 $476 36 $1,340 24 $1,188 100 $5,060 $50.60 —� Total Staff Hours Total Staff Cost 34 $2,055.98 6 $476.04 36 $1,339.56 24 $1,188.48 100 $5,060.06 $50.60 Total % of Work by Position 34.0% 6.0% 36.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 24.0% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $14,674.17 $14,674.17 $14,674.17 $14,674.17 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-2 Proposed Structural Scope and fee I GENERAL Chrome Engineering, Inc will provide the following services: - Structural analysis and plans for East Little Havana pump station components. II SCOPE OF WORK To provide structural design related services. A Task 2 — Design Services 1. Structural design, analysis and plans production for the new East Little Havana Pump Station including the following components: • Wet well • Valve box • Pollution control structure • Slabs for generator and electrical equipment • Retaining walls for pads • Cofferdam and concrete seal design III COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: RFC) No. 24-25-003 - Engineering Services for Flood Mitigation Improvements - Little Havana (Project Segmentation) Optional Services Project No.: B- Description: Consultant Name: WGI, Inc. Contract No.: enter consultants proj. number Date: 3/30/2026 Estimator: Cheryl Callender STAFF CLASSIFICATION Job Classification Staff Applicable Rate Certified Arborist Marisol Ortega Rate: $60.47 Sr. Landscape Architect Cheryl Callender Rate: $79.34 Landscape Designer Daniela Cifelli Rate: $37.21 Landscape Architect Weiyi Zhou Rate: $49.52 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Landscape Analysis 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 34 $2,056 6 $476 36 $1,340 24 $1,188 100 $5,060 $50.60 —� Total Staff Hours Total Staff Cost 34 $2,055.98 6 $476.04 36 $1,339.56 24 $1,188.48 100 $5,060.06 $50.60 Total % of Work by Position 34.0% 6.0% 36.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ /day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C. I. P. Form 117. Created 8/24/09- Revised 11/20/12 24.0% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $14,674.17 $14,674.17 $14,674.17 $14,674.17 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-2: Structural Scope and Fee (Chrome Engineering) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: Project No.: B-233804 Description: East Little Havana Flood Improvements Consultant Name: Chrome Engineering, Inc. Contract No.: 26-03 Date: 1/16/2026 Estimator: Oscar J. Cruz, PE STAFF CLASSIFICATION Job Classification Staff Applicable Rate Chief Engineer 1 Jorge A. Canales Rate: $70.00 Senior Engineer Oscar J. Cruz Rate: $90.00 Designer Fernando Cruz Rate: $38.00 Engineering Techniciar Michael Lemus Rate: $38.00 Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 12 32 $840 $2,240 12 32 $1,080 $2,880 12 32 $456 $1,216 12 32 $456 $1,216 48 128 $2,832 $7,552 $59.00 $59.00 2 3 4 5 6 7 8 9 10 11 12 13 14.a Structures- Misc. Tasks, Dwgs, Non -Tech. 14.b Structures -Miscellaneous 15 16 17 18 19 20 21 22 23 24 25 26 Total Staff Hours 44 $3,080.00 44 $3,960.00 44 $1,672.00 44 $1,672.00 176 $10,384.00 $59.00 Total Staff Cost Total % of Work by Position 25.0% 25.0% 25.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 25.0% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $30,113.60 $30,113.60 $30,113.60 $30,113.60 Docusign Envelope ID: 4FC3714O-79OD-8990-82D0-A7BO2287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Estimator: Oscar J. Cruz, PE East Little Havana Flood Improvements B-233804 Representing Print Name Signature I Date City of Miami Chrome Engineering, Inc. Oscar J. Cruz, PE NOTE: Signature Block is optional, per District preference Task No. Task Units Design and Production Staffhours Comments No. of Units Hours per Unit No. of Sheets Total General Drawings 14.1 Key Sheet and Index of Drawings Sheet 1 4 1 4 14.2 Project Layout Sheet 0 0 0 0 14.3 General Notes and Bid Item Notes Sheet 1 12 1 12 14.4 Miscellaneous Common Details Sheet 0 0 0 0 14.5 Incorporate Report of Core Borings Sheet 0 0 0 0 14.6 Standard Plans- Bridges LS 1 0 0 14.7 Existing Bridge Plans LS 1 0 0 14.8 Quantites for EQ Report LS 1 0 0 14.9 Cost Estimate LS 1 0 0 14.10 Technical Special Provisions and Modified Special Provisions LS 1 0 0 Structures - Summary and Miscellaneous Tasks and Drawings 2 16 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 1 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Task No. Task Total Task 10 Task 11 Task 12 Task 13 Task 14 Task 15 Task 16 Task 17 Task 18 10-16 Bridge 1 0 0 0 0 0 0 0 0 10-16 Bridge 2 0 10-16 Bridge 3 0 10-16 Bridge 4 0 10-16 Bridge 5 0 10-16 Bridge 6 0 10-16 Bridge 7 0 10-16 Bridge 8 0 10-16 Bridge 9 0 10-16 Bridge 10 0 17 Retaining Walls 0 0 18 Miscellaneous Structures 126 126 Structures Technical Subtotal 126 0 0 0 0 0 0 0 0 126 Task No.14.11 Task Units No. of Units HoursUniper Total Comments Field Reviews LS 1 8 8 2 x 2 hours x 2 people 14.12 Technical Meetings LS 1 2 2 Meetings are listed below 14.13 Quality Assurance/Quality Control LS % 5% 7 14.14 Independent Peer Review LS 1 0 0 14.15 Supervision LS % 5% 7 Structures Nontechnical Subtotal 24 14.16 Coordination LS 1 8 8 Drainage = 4 hrs., Electrical = 2 hrs., Geotechnical = 2 hrs. 9. Structures - Summary and Miscellaneous Tasks and Drawings 48 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 2 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 14a: Structures Summary and Miscellaneous Tasks and Drawings Technical Meetings Units No of Units Hours/ Unit Total Hours Comments PM Attendance at Meeting Required? Number BDR Coordination/Review EA 0 0 0 0 90/100% Comment Review EA 0 0 0 0 Aesthetics Coordination EA 0 0 0 0 Regulatory Agency EA 0 0 0 0 Local Governments (cities, counties) EA 0 0 0 0 Utility Companies EA 0 0 0 0 Other Meetings EA 0 0 0 0 Subtotal Technical Meetings 0 I I I 0 Progress Meetings (if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 - - Phase Review Meetings EA 2 PM attendance at Phase Review Meetings is manually entered on General Task 3 - - Total Meetings I I 2 Total Project Manager Meetings (carries to Tab 3)1 0 Carries to 9.12 Carries to Tab 3 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 9. Structures Summary Page 3 of 3 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 18: Miscellaneous Structures Estimator: Oscar J. Cruz, PE East Little Havana Flood Improvements B-233804 Representing Print Name Signature / Date City of Miami Chrome Engineering, Inc. Oscar J. Cruz, PE NOTE: Signature Block is optional, per District preference TNosk Task Unit No. of Units Hours/ Unit No. of Sheets Total Hours Comments Concrete Box Culvert 14.b.1 Concrete Box Culverts EA 0 0 0 14.b.2 Concrete Box Culverts Extensions EA Extension 0 0 0 14.b.3 Concrete Box Culvert Data Table Plan Sheets Sheet 0 0 0 0 14.b.4 Concrete Box Culvert Special Details Plan Sheets Sheet 0 0 0 0 Strain Poles 14.b.5 Steel Strain Poles Initial Config 0 0 0 EA Add'I Config 0 0 0 14.b.6 Concrete Strain Poles Initial Config 0 0 0 EA Add'I Config 0 0 0 14.b.7 Strain Pole Data Table Plan Sheets Sheet 0 0 0 0 14.b.8 Strain Pole Special Details Plan Sheets Sheet 0 0 0 0 Mast Arms 14.b.9 Mast Arms EA Design 0 0 0 14.b.10 Mast Arms Data Table Plan Sheets Sheet 0 0 0 0 14.b.11 Mast Arm Special Details Plan Sheets Sheet 0 0 0 0 Overhead/Cantilever Sign Structures 14.b.12 Cantilever Sign Structures EA Design 0 0 0 14.b.13 Overhead Span Sign Structures EA Design 0 0 0 14.b.14 Special (Long Span) Overhead Span Sign Structures EA Design 0 0 0 14.b.15 Monotube Overhead Sign Structure EA Design 0 0 0 14.b.16 Bridge Mounted Signs (Attached to Superstr.) EA Design 0 0 0 14.b.17 Overhead and Cantilever Sign Structures Data Table Plan Sheets Sheet 0 0 0 0 14.b.18 Overhead and Cantilever Sign Structures Special Details Plan Sheets Sheet 0 0 0 0 High Mast Lighting 14.b.19 Non -Standard High Mast Lighting Structures EA Design 0 0 0 14.b.20 High Mast Lighting Special Details Plan Sheets Sheet 0 0 0 0 designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 18. Structures -Miscellaneous Page 1 of 2 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Project Activity 18: Miscellaneous Structures Noise Barrier Walls (Ground Mount) 14.b.21 Horizontal Wall Geometry EA Wall 0 0 0 14.b.22 Vertical Wall Geometry EA Wall 0 0 0 14.b.23 Summary of Quantities - Aesthetic Requirements Sheet 0 0 0 0 14.b.24 Control Drawings Sheet 0 0 0 0 14.b.25 Design of Noise Barrier Walls Covered by Standards EA Design 0 0 0 14.b.26 Design of Noise Barrier Walls Not Covered by Standards EA Design 0 0 0 14.b.27 Aesthetic Details LS 1 0 0 Special Structures 14.b.28 Fender System LS 1 0 0 14.b.29 Fender System Access LS 1 0 0 14.b.30 Special Structures LS 1 126 Design of the City of Miami East Little Havana Pump Station 1. Wet Well (Housing (3) Pumps): Design = 10 hrs. Details = 12 hrs.= 22 hrs. 2. Valve Box: Design = 6 hrs. Details = 4 hrs. = 10 hrs. 3. Polution Control structure = 6 hrs. Details = 4 hrs. = 10 hrs. 4. Slabs at Grade (Generator, Electrical Equipment) = 2 @ 4 hrs. = 8 hrs. Details = 2 @ 4hrs. = 8 hrs., total 16 hrs. 5. Retaining Walls for pads = 8 hrs. Details = 12 hrs. = 20 hrs. 6. Cofferdam and Concrete Seal Design = 24 hrs. Details = 24 hrs., total 48 hrs. 14.b.31 Other Structures LS 1 0 Ancillary Structures Report 14.b.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles EA structure 0 0 0 0 14.b.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans Available) EA structure 0 0 0 0 14.b.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles EA structure 0 0 0 0 14.b.35 Ancillary Structures Report LS 1 0 0 18. Structures - Miscellaneous Total 0 126 ' designsheforms-v-2022-01_E Little Havana PS_Chrome.xlsx 18. Structures -Miscellaneous Page 2 of 2 1/16/2026 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-3: Mechanical and Electrical Scope & Fee (SEC) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-3 Proposed Mechanical and Electrical Scope and fee I. GENERAL SEC (Smith Engineering Consultants, Inc.) will provide the following services: - Electrical and mechanical analysis and plans for East Little Havana pump station. II. SCOPE OF WORK To provide electrical and mechanical related services. A. Task 2 — Design Services 1. Electrical Design, analysis and plans production for the new East Little Havana Pump Station including the following components: • Power control • Lighting • Instrumentation • SCADA/telemetry • Standby power system including an outdoor rated diesel engine -generator with sub -base fuel tank and weatherproof enclosure. • Automatic transfer switch (ATS) III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SEC 5mnn tngineenng Consultants,lnc. January 12, 2026 Mr. Hans Ribbeck, P.E.. Ribbeck Engineering, Inc. 14335 SW 120 Street. Suite 205 Miami, FL 33186 Re: City of Miami. Little Havana Stormwater Pump Station Electrical Engineering Services Proposal Dear Hans: Smith Engineering Consultants, Inc. (SEC) is pleased to provide this proposal for the above -referenced project. We propose to provide the following scope of services: Design Phase: 1. Initial site visit and review of preliminary project documents. Request/coordinate with FPL for electrical service at the project site. 3. Electrical design, including power, control. Lighting, instrumentation, and SCADA/telemetry for the construction of a new stormwater pump station. The electrical system will include, but not be limited to_ the electrical service. pump control panel and level controls. RTU, conduits and wiring. The electrical design will be in accordance with the Florida Building Code, National Electrical Code, and applicable local codes. The electrical design will include the installation of a permanent. standby power system including an outdoor rated diesel engine - generator with sub -base fuel tank and weatherproof enclosure. and an automatic transfer switch (ATS). SEC will prepare contract documents, including plans and specifications, suitable for permit and construction. We propose to furnish AutoCAD drawings using base plan drawings provided by Ribbeck Engineering. 4. Submit 30%, 60%, and 100% plans and specifications. 5. Attend web -based project meetings as necessary with the project team and the City. Our lump sum fee to provide the services described above is $29,075. Thank you for using Smith Engineering Consultants as the source for these engineering services. We look forward to working with you on this project. Sincerely, Larry M. Smith, P. E. President 2161 Palm Beach Lakes Blvd., Suite 312 West Palm Beach, FL 33409 (561) 616-3911 Fax (561) 616-3912 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana Flood Mitigation Project No.: B- 233804 Description: Consultant Name: SEC, Inc. Contract No.: Date: 1/18/2026 Estimator: Larry Smith, PE STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal Larry Smith, PE Rate: $94.83 Engineer uther air PE Rate: $77.59 Assistant Engineer Steve Hockman Rate: $60.34 CADD Designer Den elni off Rate: $43.10 Clerical Lexi Smith Rate: $25.86 Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average — Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Mechanical and Electrical 16 17 18 19 20 21 22 23 24 25 26 27 14 $1,328 58 $4,500 36 $2,172 44 $1,897 5 $129 157 $10,026 $63.86 Total Staff Hours Total Staff Cost 14 $1,327.59 58 $4,500.00 36 $2,172.41 44 $1,896.55 5 $129.31 157 $10,025.86 $63.86 Total % of Work by Position 8.90/0 36.9% 22.9% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 28.0% 3.2% 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Subconsultant: Subconsultant: Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $29,075.00 $29,075.00 $29,075.00 $29,075.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-4: Public Information Scope and Fee (HML) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-4 Proposed Public Information Scope and fee I. GENERAL HML Public Outreach will provide the following services: - Public Outreach II. SCOPE OF WORK To provide public outreach assistance for 60 percent plans development public meeting A. Task 1 — Community Awareness Plan 1. Prepare overall outreach strategy for city's review B. Task 2 — Notifications 1. Develop project fact sheet 2. Develop project notification letter 3. Develop project notification flyer and email notification 4. Participate in city review/approvals process 5. Perform door to door distribution of flyer to project corridor 6. Reach out to major stakeholders within the corridor and community 7. Maintain issues log B. Task 3 — Preparing Mailing Lists 1. Gather property owner and tenant physical and mailing address in database 2. Develop elected official/appointed official database for project notification C. TASK 4 — Preparing PowerPoint Presentation 1. Develop draft presentation for public meeting and participate in review process D. TASK 5 — Public Meeting Preparations 1. Secure meeting location 2. Coordinate public meeting advertisements based on city requirements 3. Perform public meeting notification mailer 4. Develop meeting materials (sign -in and comment sheets, name badges, etc) E. TASK 6 — Public Meeting Attendance/Follow up 1. Participate in public meeting to facilitate 2. Document public meeting and provide summary 3. Respond to pending stakeholder questions 4. Develop comprehensive archive of public meeting outreach activities and provide team III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana - Basic Services Project No.: B- Description: Consultant Name: HML Public Outreach Contract No.: Date: 1/16/2026 Estimator: HML Public Outreach STAFF CLASSIFICATION Job Classification Staff Applicable Rate Senior Community Oureach Specialist Heather M. Leslie Rate: $42.00 Outreach Support Specialist Aurora Gonzalez Rate: $32.00 Position 3 name Rate: Position 4 name Rate: Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Community Awareness Plan 2 Notifications 5 $210 $630 $84 $210 $420 $420 12 $384 $1,120 $480 $320 $800 $960 17 50 17 15 35 40 $594 $1,750 $564 $530 $1,220 $1,380 $34.94 $35.00 $33.18 $35.33 $34.86 $34.50 15 2 5 10 10 35 15 10 25 30 3 Preparing Mailing List 4 Preparing PowerPoint Presenation 5 Public Meeting Preparations 6 Public Meeting Attendance/Follow up 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 47 $1,974.00 127 $4,064.00 174 $6,038.00 $34.70 Total Staff Cost Total % of Work by Position 27.0% 73.0% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.68) Subconsultant: Enter Name of Sub 1 Subconsultant: Sub 2 Subconsultant: Sub 3 Subconsultant: Sub 4 Subconsultant: Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $16,181.84 $16,181.84 $16,181.84 $2,500.00 $18,681.84 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Scope Public Information Scope and Fee (HML) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-4.1 Proposed Public Information (Optional Services) Scope and fee I. GENERAL HML Public Outreach will provide the following optional services: - Public Outreach II. SCOPE OF WORK Harmonization coordination for 22 properties. A. Task 1 — Data collection 1. Gathering contact information for each property B. Task 2 — Notifications 1. Develop and maintain harmonization tracking document and tracker map 2. Develop harmonization letter 3. Reach out to properties to schedule meetings B. Task 3 — Harmonization coordination 1. Participating in up to two meetings per property 2. Corresponding with owners and following up through execution C. TASK 4 — Documentation 1. Gathering files and information for city archive III. COMPENSATION Refer to the attached fee estimates. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project: East Little Havana Flood Mitigation (PIO - Optional Services) Project No.: B- Description: Consultant Name: HML Public Outreach Contract No.: Date: 1/18/2026 Estimator: HML Public Outreach STAFF CLASSIFICATION Job Classification Staff Applicable Rate Senior Community Oureach Specialist Heather M. Leslie Rate: $42.00 Outreach Support Specialist Aurora Gonzalez Rate: $32.00 Position 3 name Rate: Position 4 name Rate: Position 5 name Rate: Position 6 name Rate: Position 7 name Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Data Collection 5 $210 50 $1,600 55 $1,810 $32.91 2 Notifications 15 $630 75 $2,400 90 $3,030 $33.67 3 Harmonization Coordination 132 $5,544 75 $2,400 207 $7,944 $38.38 4 Documentation 2 $84 10 $320 12 $404 $33.67 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 154 210 364 Total Staff Cost $6,468.00 $6,720.00 $13,188.00 $36.23 Total % of Work by Position 42.3% 57.7% ESTIMATE OF SURVEY CREW COSTS 3 - man Survey Crew: 4 - man Survey Crew: crew days at crew days at /day = $ - /day = $ - Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117. Created 8/24/09- Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.90) Subconsultant: Enter Name of Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: Enter Fee Description 3 - SUBTOTAL ESTIMATED FEE: Additional Services (Allowance) Reimbursables (Allowance) GRAND TOTAL ESTIMATED FEE: $38,245.20 $38,245.20 $38,245.20 $38,245.20 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-5 - Topographic Survey, Mapping and Scanning (Longitude Surveyors) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SURVEYING MAPPING • 3D SCANNING • SUE • DRONE (UAS) 7700 North Kendall Drive, Suite 705 Miami, Florida 33156 LONGITUDE LB 7335 • Tel: (305) 463-0912 SURVEYORS Tuesday, January 13, 2026 Mr. Hans Ribbeck, MSEM, P.E. hr@ribbeck.co Ribbeck Engineering, Inc. 1435 Southwest 120 Street, Suite 205 Miami, FL 33186 954.918.6769 RE: Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the East Little Havana Flood Improvements Project located within Miami, FL. Dear Mr. Ribbeck, According to your request regarding a fee estimate for Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the above -referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to submit the following proposal for your consideration. A. SCOPE OF WORK: ➢ TASK 1 - Topographic Survey: LS will perform a Topographic Survey in accordance with the City of Miami Department of Resilience and Public Works (RPW) design submittal requirements. Work will be performed under the direction of a Florida - licensed Professional Surveyor and Mapper, and the final deliverables will meet the specifications required for submittal to the City of Miami RPW. 1. LS will present rights -of -way computing field evidence, plats, deeds, and other relevant documentation related to the project. Lot lines and ownership lines, including locations, bearings, and dimensions, within the survey limits will be shown graphically. 2. LS will display any easements, covenants, restrictions, and other relevant information found on plats, deeds, and other public records related to the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. 3. LS will establish horizontal and vertical control within the limits of the survey. 4. The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, driveways (including material) , curb and gutters, sidewalks, medians, fences and gates, walls, buildings, swales, concrete slabs, pedestrian ramps, signs, manholes, catch basins, utility boxes, utility poles, overhead utilities, and any other significant aboveground improvements and utilities within the survey limits. 6. LS will locate trees and palms that have a three (3) inch diameter or greater at breast height (DBH) or are twelve (12) feet in height or more significant, to include the following for each: scientific name, common name, diameter at breast height (DBH) , height of tree, and canopy. A Tree Table will be provided. Tree identification and measurements are for mapping purposes only; LS is not a certified arborist, and this scope does not include arborist services. 7. Elevations equivalent to a twenty-five (25) foot grid will be collected throughout the survey limits, to include high and low points. Additional elevations will be collected to identify grade changes and features of interest within the survey limits. 8. LS will collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please Note: LS requests that the Client contact the corresponding city/department where the survey will be performed to ensure the structures are cleaned correctly. Alternatively, the Client may provide a contact for the city/department so that LS can reach out directly to arrange for the cleaning before the commencement of any work. 9. A Digital Terrain Model (DTM) of the resulting survey will be provided. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Tuesday, January 13, 2026 Page 2 TASK 2 — Subsurface Utility Engineering (SUE) Quality Level "B" Designating: 1. LS will perform Quality Level "B" SUE Designation services according to the American Society of Civil Engineers (ASCE) standards within the survey limits to determine if there are any underground utility conflicts. 2. LS will use surface detection equipment such as an Electromagnetic Locator and Ground Penetrating Radar (GPR) . 3. Please note factors such as soil composition, moisture, and the type and depth of utility controls the effectiveness of the GPR. Saturated soils severely limit the effectiveness of the GPR signal. Additionally, confined or obstructed areas that restrict the scanning pattern can impede data collection and reduce the accuracy of the desired results. Any designated utility lines provided will be within two (2) feet horizontally of either side of the depicted line. 4. LS will collect any utility lines found. LS will show any collected lines on our CAD file deliverable. (Optional) TASK 3 — Subsurface Utility Engineering (SUE) Quality Level "A" Soft -Digs: 1. LS will coordinate and obtain Sunshine 811 dig tickets and mark one hundred twenty (120) Soft -Dig locations with white paint ("white line") for the utilities. 2. LS will coordinate and provide Maintenance of Traffic (MOT) for the one hundred twenty (120) Soft -Dig locations. 3. LS will perform Quality Level "A" Soft -Dig services at one hundred twenty (120) locations to expose utilities and collect horizontal positions and vertical elevations of utility tops, while also attempting to obtain utility bottoms, sizes, and material types. 4. LS will locate the Soft -Dig horizontal positions referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment, and ground elevations referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will prepare the Verified Vertical Elevation and Horizontal Location (VVH) report for each Soft -Dig. SURVEY LIMITS: Limits to span ten (10) feet past the route right-of-way wherever possible, as per the attached Exhibit, based on the project limits provided by the Client. DELIVERABLES: Soft -dig locations will be designated by the corresponding number from the Vacuum Excavation Reports for each Soft -Dig, along with pertinent information. LS will provide a digitally signed and sealed PDF and a Civil 3D CAD file of the resulting survey. Signed and sealed hard copies can be provided upon request. TIME & COST: The total professional fee to complete TASK 1 described herein shall be a lump sum of $136,228.70. LS has an estimated four (4) calendar months from the date of the Notice to Proceed (NTP) to complete this task. The total professional fee to complete (Optional) TASK 2 described herein shall be a lump sum of $84,950.00. LS has an estimated two (2) calendar months to complete this task. The total professional fee to complete (Optional) TASK 3 described herein shall be a limited amount of $925.00/per hole for a total of $111,000.00. In the event that (Optional) TASK 2 is accepted, the total professional fee to complete (Optional) TASK 3 may alternatively be performed at a limited amount of $650.00/per hole for a total of $78,000.00. Notice to Proceed (NTP) is considered effective twenty-four (24) hours after this proposal agreement has been executed and returned to the undersigned. Please note: The fee for (Optional) TASK 3 includes Maintenance of Traffic (MOT), application, and/or permit fees associated with the services. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Tuesday, January 13, 2026 Page 3 I agree that by signing below, "I APPROVE AND ACCEPT," this proposal is a legally binding contract. By: Date: (Authorized Signature) Title: (Typed or printed name) On behalf of the firm, I thank you for the opportunity to present this proposal. We look forward to utilizing our best professional efforts on your behalf on this very important project. Respectfully Yours, Eduardo M. Suarez, PSM/President LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project East Little Havana - Flood Improvements Project I (Optional) TASK 2 Accepted Project No.: B- Description: Topographic Survey - (Optional) SUE Quality Level'B" Designation - (Optional) SUE Quality Level "A" Soft -Digs Consultant Name: Longitude Surveyor's LLC. Contract No.: Date: 1/13/2026 Estimator: Giovanni Cueto - Luis Suarez - Eduardo Suar( STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal -in -charge Eduardo M. Suarez Rate: $60.34 Project Surveyor & Mapper Telva Morejon Rate: $46.55 Survey Technician Jose Monzon Rate: $31.03 Rate: Rate: Rate: Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Topographic Survey 40 $2,414 63 $2,933 417 $12,940 520 $18,286 $35.16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 40 63 417 520 Total Staff Cost $2,413.60 $2,932.65 $12,939.51 $18,285.76 $35.16 Total % of Work by Position 7.7% 12.1% 80.2% ESTIMATE OF SURVEY CREW COSTS 1 3 - man Survey Crew: 52 crew days at 4 - man Survey Crew: crew days at $1,600.00 / day = $ 83,200.00 / day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.9) Subconsultant: Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: 3 - SUBTOTAL ESTIMATED FEE: (Optional) SUE Quality Level "B" Designation (Optional) SUE Quality Level "A" Soft -digs (Allowance) GRAND TOTAL ESTIMATED FEE: $53,028.70 $53,028.70 $ 83,200.00 $136,228.70 $84,950.00 $78,000.00 $299,178.70 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit Approximate Survey Limits 1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Scope Topographic Survey, Mapping and Scanning (Longitude Surveyors) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SURVEYING MAPPING • 3D SCANNING • SUE • DRONE (UAS) 7700 North Kendall Drive, Suite 705 Miami, Florida 33156 LONGITUDE LB 7335 • Tel: (305) 463-0912 SURVEYORS Friday, January 16, 2026 Mr. Hans Ribbeck, MSEM, P.E. hr@ribbeck.co Ribbeck Engineering, Inc. 1435 Southwest 120 Street, Suite 205 Miami, FL 33186 954.918.6769 RE: Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the additional portions requested for the East Little Havana Flood Improvements Project for the roadway of Southwest 14 Avenue between Southwest 3 Street and Southwest 1 Street located within Miami, FL. Dear Mr. Ribbeck, According to your request regarding a fee estimate for Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the above -referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to submit the following proposal for your consideration. A. SCOPE OF WORK: ➢ TASK 1 - Topographic Survey: LS will perform a Topographic Survey in accordance with the City of Miami Department of Resilience and Public Works (RPW) design submittal requirements. Work will be performed under the direction of a Florida - licensed Professional Surveyor and Mapper, and the final deliverables will meet the specifications required for submittal to the City of Miami RPW. 1. LS will present rights -of -way computing field evidence, plats, deeds, and other relevant documentation related to the project. Lot lines and ownership lines, including locations, bearings, and dimensions, within the survey limits will be shown graphically. 2. LS will display any easements, covenants, restrictions, and other relevant information found on plats, deeds, and other public records related to the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. 3. LS will establish horizontal and vertical control within the limits of the survey. 4. The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, driveways (including material) , curb and gutters, sidewalks, medians, fences and gates, walls, buildings, swales, concrete slabs, pedestrian ramps, signs, manholes, catch basins, utility boxes, utility poles, overhead utilities, and any other significant aboveground improvements and utilities within the survey limits. 6. LS will locate trees and palms that have a three (3) inch diameter or greater at breast height (DBH) or are twelve (12) feet in height or more significant, to include the following for each: scientific name, common name, diameter at breast height (DBH) , height of tree, and canopy. A Tree Table will be provided. Tree identification and measurements are for mapping purposes only; LS is not a certified arborist, and this scope does not include arborist services. 7. Elevations equivalent to a twenty-five (25) foot grid will be collected throughout the survey limits, to include high and low points. Additional elevations will be collected to identify grade changes and features of interest within the survey limits. 8. LS will collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please Note: LS requests that the Client contact the corresponding city/department where the survey will be performed to ensure the structures are cleaned correctly. Alternatively, the Client may provide a contact for the city/department so that LS can reach out directly to arrange for the cleaning before the commencement of any work. 9. A Digital Terrain Model (DTM) of the resulting survey will be provided. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Friday, January 16, 2026 Page 2 ➢ (Optional) TASK 2 — Subsurface Utility Engineering (SUE) Quality Level "B" Designating: 1. LS will perform Quality Level "B" SUE Designation services according to the American Society of Civil Engineers (ASCE) standards within the survey limits to determine if there are any underground utility conflicts. 2. LS will use surface detection equipment such as an Electromagnetic Locator and Ground Penetrating Radar (GPR). 3. Please note factors such as soil composition, moisture, and the type and depth of utility controls the effectiveness of the GPR. Saturated soils severely limit the effectiveness of the GPR signal. Additionally, confined or obstructed areas that restrict the scanning pattern can impede data collection and reduce the accuracy of the desired results. Any designated utility lines provided will be within two (2) feet horizontally of either side of the depicted line. 4. LS will collect any utility lines found. LS will show any collected lines on our CAD file deliverable. ➢ (Optional) TASK 3 — Subsurface Utility Engineering (SUE) Quality Level "A" Soft -Digs: 1. LS will coordinate and obtain Sunshine 811 dig tickets and mark twelve (12) Soft -Dig locations with white paint ("white line") for the utilities. 2. LS will coordinate and provide Maintenance of Traffic (MOT) for the twelve (12) Soft -Dig locations. 3. LS will perform Quality Level "A" Soft -Dig services at twelve (12) locations to expose utilities and collect horizontal positions and vertical elevations of utility tops, while also attempting to obtain utility bottoms, sizes, and material types. 4. LS will locate the Soft -Dig horizontal positions referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83), 2011 adjustment, and ground elevations referenced to the North American Vertical Datum of 1988 (NAVD88). 5. LS will prepare the Verified Vertical Elevation and Horizontal Location (VVH) report for each Soft -Dig. B. SURVEY LIMITS: Limits to span ten (10) feet past the route right-of-way wherever possible, as per the attached Exhibit, based on the project limits provided by the Client. C. DELIVERABLES: Soft -dig locations will be designated by the corresponding number from the Vacuum Excavation Reports for each Soft -Dig, along with pertinent information. LS will provide a digitally signed and sealed PDF and a Civil 3D CAD file of the resulting survey. Signed and sealed hard copies can be provided upon request. D. TIME & COST: The total professional fee to complete TASK 1 described herein shall be a lump sum of $6,699.63. LS has an estimated eleven (11) business days from the date of the Notice to Proceed (NTP) to complete this task. The total professional fee to complete (Optional) TASK 2 described herein shall be a lump sum of $3,850.00. LS has an estimated six (6) business days to complete this task. The total professional fee to complete (Optional) TASK 3 described herein shall be a limited amount of $925.00/per hole for a total of $11,100.00. In the event that (Optional) TASK 2 is accepted, the total professional fee to complete (Optional) TASK 3 may alternatively be performed at a limited amount of $650.00/per hole for a total of $7,800.00. Notice to Proceed (NTP) is considered effective twenty-four (24) hours after this proposal agreement has been executed and returned to the undersigned. Please note: The fee for (Optional) TASK 3 includes Maintenance of Traffic (MOT), application, and/or permit fees associated with the services. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Friday, January 16, 2026 Page 3 I agree that by signing below, "I APPROVE AND ACCEPT," this proposal is a legally binding contract. By: Date: (Authorized Signature) Title: (Typed or printed name) On behalf of the firm, I thank you for the opportunity to present this proposal. We look forward to utilizing our best professional efforts on your behalf on this very important project. Respectfully Yours, Eduardo M. Suarez, PSM/President LONGITUDE SURVEYORS, LLC. VEMMIL Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ExnIDIT Approximate Survey Limits Legend Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 10 WI/L Mr n a I s .v 4i9 L M8 a'. iIwL MN a- itNW 2nd &t'•"'i:s""'' 5t of SS it 1 r li al fess) Optional Services - swtT t ttl 2 (blocks survey and scan) + 12 test $1 and St holes. -- — IaP STATION — Y SAY 6t h Sr Rr+nr sire Elemeinarg SW 7th St .Aji' 9101. MS anq 4YG MS AAA aa n a NW 1st St W Flepler St 2 PM 1st st SW 2ma St +•— — -8441.-arm ar — MB Meii III raglker SW filh SE — SW•IiI RS! •• EMI Cprs 1.04rity Merin tenlribulon. Muni -Dade County, FMEP..T. OpenStreetMap, Mwsosett. Eur, TomTo n, C.irrrin S. cCrn ti, Gacaul-4gg1yjps Ir. 3 '^ � WPSIL US N,V NFS, t1S tHgk! 1 r Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Project East Little Havana - Flood Improvements Project - Additional Survey I (Optional) TASK 2 Accepted Project No.: B- Description: Topographic Survey - (Optional) SUE Quality Level'B" Designation - (Optional) SUE Quality Level "A" Soft -Digs Consultant Name: Longitude Surveyor's LLC. Contract No.: Date: 1/16/2026 Estimator: Giovanni Cueto - Luis Suarez - Eduardo Suar( STAFF CLASSIFICATION Job Classification Staff Applicable Rate Principal -in -charge Eduardo M. Suarez Rate: $60.34 Project Surveyor & Mapper Telva Morejon Rate: $46.55 Survey Technician Jose Monzon Rate: $31.03 Rate: Rate: Rate: Rate: Staff Hours By Activity Salary Cost By Activity Average Rate Per Task Work Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/ Activity Man hours Cost/Activity Man hours Cost/Activity Man hours Cost/ Activity Man hours Cost/ Activity 1 Topographic Survey 2 $121 8 $372 23 $714 33 $1,207 $36.57 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Total Staff Hours 2 8 23 33 Total Staff Cost $120.68 $372.40 $713.69 $1,206.77 $36.57 Total % of Work by Position 6.1% 24.2% 69.7% ESTIMATE OF SURVEY CREW COSTS 1 3 - man Survey Crew: 2 crew days at 4 - man Survey Crew: crew days at $1,600.00 / day = 3,200.00 / day = $ Notes: 1. This sheet is to be used by Prime Consultant to calculate the Grand Total Fee. 2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden 3. The basis for work activity descriptions shall be the FICE/FDOT Standard Scope and Staff Hour Estimation Handbook. City of Miami, C.I.P. Form 117: Created 8/24/09 - Revised 11/20/12 1 -SUBTOTAL ESTIMATED FEE: (multiplier 2.9) Subconsultant: Sub 1 Subconsultant: Subconsultant: Subconsultant: Subconsultant: Sub 2 Sub 3 Sub 4 Sub 5 2 - SUBTOTAL ESTIMATED FEE: Geotechnical Field and Lab Testing: Survey Fee (or Survey Crew Fee): Other Misc. Fee: 3 - SUBTOTAL ESTIMATED FEE: (Optional) SUE Quality Level "B" Designation (Optional) SUE Quality Level "A" Soft -digs (Allowance) GRAND TOTAL ESTIMATED FEE: $3,499.63 $3,499.63 $ 3,200.00 $6,699.63 $3,850.00 $7,800.00 $18,349.63 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Appendix B-6: Geotechnical Scope and Fee (HRES) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PRICE PROPOSAL FOR GEOTECHNICAL SERVICES: SPT BORINGS FOR PUMP STATION, FORCE MAIN, DEEP WELLS, PAVEMENT CORES AND PERCOLATION TESTS/SPT BORINGS LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 FINAL FIELD EXPLORATION a) HRES is planning to perform the following field exploration services: Pavement Cores - 20 pavement cores with no base and subbase thicknesses measurement. Force Main Borings - a total of 18 SPT borings, each to a depth of 20 feet to provide subsurface conditions along the FM alignments. Percolation Tests - Perform 8 constant head percolation tests to 2 depth intervals: 0 to 10 feet, and 0 to 15 feet. In addition, performing 5 SPT borings to 20 feet to provide subsurface conditions for the excavation of the French drains. Pump Station - Performing 1 SPT boring to 70 feet for the pump station well and 1 SPT boring to 25 feet for the generator concrete pad. b) Permits: City of Miami . All the boreholes are located along the existing roads and will require lane closures. The city requires an initial permit fee that is generally in the order of $400 (this fee is not waived). At the end of the permit review, the city also asks for a second fee that may range from $3k- $4k for this project. At this time, we don't have an idea the actual permit fee; therefore, we will assume $3, 000. c) Staff Engineer Time Require to Proceed Permit - A Staff Engineer will prepare the required permit package to be input in the city system. This permit will require a lot of coordination with the designer an the city project manager to be able to get it approved. HRES is assigning a minimum of 20 hours for this task. d) MOT Plans - To be provided by Ribbeck. The city requires an official set of plans for permit approval. e) HRES will contact One Call Sunshine FL 811. Reporting f) Provide three reports: one final roadway report that includes percolation test results/SPT borings, FM borings, and the information provided by the roadway borings. This report will also include the information from the pavements cores. One pump statio report. In addition, we will provide a statement to be used for the Reasonable Assurance Report (RAR) in conjunction with the environmental laboratory testing and the performance of two deep well SPT borings, each to a depth of 120 feet. g) The design team has requested very approximate infiltration values for each well. Using an unapproved methodology, the testing includes approximate infiltration values at 7, 10-ft. depth tests/SPT well. This infiltration well capacity is based on a testing procedure used for open hole test (similar procedure as per SFWMD) conducted on a 3.5" diameter casing. Based on this infiltration information, the potential infiltration capacity for the actual 24" diameter is approximately estimated using a correlation between casing diameters. This information must be considered very approximate since HRES is not testing the actual well diameter, and should be used for information purposes only and not for final design of the permanent deep well. It is understood that the purpose of this unapproved test is to provide very approximate infiltration values per 10 feet of well. For this particular reason, HRES is not responsible for the ultimate infiltration values obtained by the contractor during the installation of the deep wells. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 UNITS # OF UNIT TOTAL UNITS RATE $ FIELD EXPLORATION AND LABORATORY SERVICES: 1 SPT BORING TO 70 FEET, AND 1 SPT BORING TO 25 FEET (BOTH FOR THE PUMP STATION), 18 SPT BORINGS TO 20 FEET (FORCE MAIN), 8 PERCOLATION TEST LOCATIONS (2 DEPTHS EACH), 5 SPT BORINGS TO 20 FEET FOR FRENCH DRAINS, AND 20 PAVEMENT CORES WITHOUT BASE/SUBBASE MEASUREMENT 1.1a) Force Main: 18 SPT Borings to 20 feet: 18 x 20'=360 feet feet 360 $17.00 $6,120.00 1.1 b) Force Main: Temporary Casing 0'-50'=360 feet feet 360 $8.50 $3,060.00 1.1c) Force Main: Borehole Closing after boring performance 0'-50': 360 feet feet 360 $7.00 $2,520.00 2.1a) Pump Station: SPT Borings 0-50 feet: 50'+25'=75 feet feet 75 $17.00 $1,275.00 2.1 b) Pump Station: SPT Borings 50-100 feet: 20 feet feet 20 $18.00 $360.00 2.1c) Pump Station: Temporary Casing 0'-50'= 50'+25'=75 feet feet 75 $8.50 $637.50 2.1 d) Pump Station: Temporary Casing 50'-100'= 20 feet feet 20 $9.50 $190.00 2.1e) Pump Station: Borehole Closing after boring performance 0' 50': 75 feet feet 75 $7.00 $525.00 2.1f) Pump Station: Borehole Closing after boring performance 50' 100': 20 feet feet 20 $8.00 $160.00 3.1 a) Percolation Testing Open -End Borehole: a total of 8 tests, from 0 to 10 feet. Both tests performed in the same hole. each 8 $400.00 $3,200.00 3.1 b) Percolation Testing Open -End Borehole: a total of 8 tests, from 0 to 15 feet. Both tests performed in the same hole. each 8 $300.00 $2,400.00 3.1c) Percolation Test SPT Borings: 5 SPT Borings to 20 feet: 5 x 20'=100 feet feet 100 $17.00 $1,700.00 3.1d) Percolation Test SPT Borings: Temporary Casing 0'-50'=100 feet feet 100 $8.50 $850.00 3.1e) Percolation Testing & SPT: Borehole Closing after boring performance 0'-50': 8 x 15'+5 x 20'=220 feet feet 220 $7.00 $1,540.00 4.1 a) 20 pavement cores for asphalt thickness measurement only each 20 $120.00 $2,400.00 4.2) Rig Mobilization each 1 $500.00 $500.00 4.3a) Organic Content Tests each 5 $50.00 $250.00 4.3b) Fines Content Tests each 10 $50.00 $500.00 4.3c) Grain Size Tests each 5 $65.00 $325.00 4.3d) Corrosion Testing: Resistivity, Chlorides, pH, Sulfates each 3 $140.00 $420.00 Subtotal Field Exploration $28,932.50 42.5% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 MOT SERVICES 5.1 a) MOT Services - Barricades. The percolation tests (double test) may day 14 $400.00 $5,600.00 take 8/2=4 days; the SPT borings will take (360'+95'+100'=555')/70'=8 days; the pavement cores will take 20/10=2 days, for a total of 4+8+2= 14 days. The daily barricades use consists of: 100 cones, 16 traffic signs and one arrow target sign used for lane closures. 5.2b) MOT Services - Engineering Technician Services. All roadway hour 60 $81.20 $4,872.00 segments have two lanes, most have the same direction. Minimum time allocated for one technician to set barricades, perform a limited flagging, and remove the barricades. Estimating 4 hours/day: 4 hours x 14 days, for a total of 56 hours, say, 60 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 Subtotal MOT Services SUBTOTAL OF FIELD EXPLORATION, LABORATORY TESTING AND MOT $10,472.00 $39,404.50 TECHNICIAN SERVICES AND ENGINEERING FOR REPORTING 6.1) Engineering Technician for boring layout, underground utilities (meeting FL 811 personnel): 8 percolation tests, 20 SPT borings (FM), 5 SPT borings (SPT for Percolation tests). A total of 33 boreholes, 20 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 hour 20 $81.20 $1,624.00 3.2) Staff Engineer for boring drafting: drilling 360' (FM), 95' (Pump Station), 100 feet (perc. Tests)=555 linear feet: (555/100)x5= 28 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 28 $105.41 $2,951.48 3.3) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9=$108.57 hour 80 $108.57 $8,685.60 3.4) Staff Engineer - permit hours (estimating 20 hours). Juan Valencia: $45.03 x 2.9=$130.58 hour 20 $130.58 $2,611.60 3.5) Professional Engineer - Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 60 $136.62 $8,197.20 3.6) Senior Engineer for report review, QA/QC: Chatuphat Savigamin, PE: $52.50 x 2.9=$152.25 each 30 $152.25 $4,567.50 TOTAL TECHNICIAN SERVICES AND ENGINEERING $28,637.38 TOTAL FOR GEOTECHNICAL SERVICES $68,041.88 Permit Fees - Estimated amount - Initiation fee: $ 400 needed to get the permit number. This fee is not waived. each 1 $400.00 $400.00 TOTAL FOR GEOTECHNICAL SERVICES - BASIC SERVICES $68,441.88 15.4% 57.9% 42.1% 100% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 FIELD EXPLORATION FOR 2 DEEP WELL BORINGS DRILLED TO 120 FEET, SALINITY TESTING, APPROX INFILTRATION TESTS (VERY PRELIMINARY INFORMATION, ULTIMATE VALUE TO BE OBTAINED BY THE WELL CONTRACTOR 4.1a) SPT Borings 0-50 feet: 2 SPT borings to 120 feet, drilling the first 50 feet: 2 x 50'=100 feet feet 100 $17.00 $1,700.00 4.1b) SPT Borings 50-100 feet: 2 SPT boring drilled to 120 feet, drilling the second 50 feet=2 x 50'=100 feet feet 100 $18.00 $1,800.00 4.1c) SPT Borings 100-120 feet: 2 SPT boring drilled to 120 feet, drilling the third 20 feet=2 x 20'=40 feet feet 40 $19.00 $760.00 4.2a) Temporary Casing 0'-50'= 2 x 50'=100 feet feet 100 $8.50 $850.00 4.2b) Temporary Casing 50'-100'= 2 x 50'=100 feet feet 100 $9.50 $950.00 4.2c) Temporary Casing 100'-120'= 2 x 20'=40 feet feet 40 $10.50 $420.00 4.3a) Borehole Closing 0'-50'= 2 x 50'=100 feet feet 100 $7.00 $700.00 4.3b) Borehole Closing 50'-100'= 2 x 50'=100 feet feet 100 $8.00 $800.00 4.3c) Borehole Closing 100'-120'= 2 x 20'=40 feet feet 40 $8.50 $340.00 4.4) Rig Mobilization: require one per deep well (each deep well takes 3 days, charging only 1 mobilization/well) each 2 $500.00 $1,000.00 4.5) Staff Engineer for boring drafting: drilling 240 linear feet: (240/100)x5= 12 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 12 $105.41 $1,264.92 4.6) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9=$108.57 hour 10 $108.57 $1,085.70 4.7) Professional Engineer- Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 10 $136.62 $1,366.20 4.8) Estimate budget for drilling crew standby time to collect water samples every 10 feet. Estimating 2 techs: 2 hours, 10 water samples per SPT well, 40 hours for 2 SPT wells. each 20 $81.20 $1,624.00 4.9) Estimate budget for laboratory testing, including salinity and Total Dissolved Solids and Chloride testing each 1 $2,000.00 $2,000.00 4.10) Field Perm 0-10 ft Open -End Borehole Method: this is needed to help preliminarily estimate the overall infiltration of the 2-ft. diameter well. These test results should be used for information only since the casing diameter is 3.5 inches when compared with the permanent borehole diameter of 24 inches. Estimating 7 tests per SPT well, for a total of 14 tests for 2 SPT wells. each 14 $500.00 $7,000.00 TOTAL FOR DEEP WELL BORINGS, LAB. AND REPORTING $23,660.82 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - PROJECT No.: NA CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 12, 2026 TOTAL GEOTECHNICAL AND DEEP WELL BORINGS $92,102.70 OPTIONAL SERVICES: ESTIMATED PERMIT FEE FOR PLANS REVIEW AND FINAL PERMIT APPROVAL Permit Fees - Estimated amount - Optional if waived. We will charge for the actual amount after obtaining the permit approved. each 1 $3,000.00 $3,000.00 TOTAL FOR PERMIT FEES - OPTIONAL HR ENGINEERING SERVICES, INC. tfeidnaivfo an/tos Hernando R. Ramos, PE Senior Geotechnical Engineer/President $3,000.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Optional Scope Geotechnical Exploration (HRES) Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 PRICE PROPOSAL FOR GEOTECHNICAL SERVICE - OPTIONAL SERVICES: 2 PAVEMENT CORES AND 2 PERCOLATION TESTS/SPT BORINGS LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 FINAL FIELD EXPLORATION -OPTIONAL SERVICES a) HRES is planning to perform the following field exploration services: Pavement Cores - 2 pavement cores with no base and subbase thicknesses measurement. Percolation Tests - Perform 2 constant head percolation tests to 2 depth intervals: 0 to 10 feet, and 0 to 15 feet. In addition, performing 2 SPT borings to 20 feet to provide subsurface conditions for the excavation of the French drains. b) Permits: City of Miami. Recommending to include this effort with basic services to avoid requesting a new permit. All the boreholes are located along the existing roads and will require lane closures. For an additional permit, the city requires an initial permit fee that is generally in the order of $400 (this fee is not waived). At the end of the permit review, the city also asks for a second fee that may range from $1 k-$2k for this project. At this time, we don't have an idea the actual permit fee; therefore, we will assume $1,500. c) Staff Engineer Time Require to Proceed Permit - A Staff Engineer will prepare the required permit package to be input in the city system. This permit will require a lot of coordination with the designer an the city project manager to be able to get it approved. HRES is assigning a minimum of 5 hours for this task. If this is done in conjunction with the basic services, no additional coordination hours are required. d) MOT Plans - To be provided by Ribbeck. The city requires an official set of plans for permit approval. e) HRES will contact One Call Sunshine FL 811. Reporting f) Provide one final report for roadway that includes percolation test results/SPT borings, the pavement cores. UNITS # OF UNIT TOTAL UNITS RATE $ FIELD EXPLORATION AND LABORATORY SERVICES: 1 SPT BORING TO 70 FEET, AND 1 SPT BORING TO 25 FEET (BOTH FOR THE PUMP STATION), 18 SPT BORINGS TO 20 FEET (FORCE MAIN), 8 PERCOLATION TEST LOCATIONS (2 DEPTHS EACH), 5 SPT BORINGS TO 20 FEET FOR FRENCH DRAINS, AND 20 PAVEMENT CORES WITHOUT BASE/SUBBASE MEASUREMENT 3.1 a) Percolation Testing Open -End Borehole: a total of 2 tests, from 0 to 10 feet. Both tests performed in the same hole. each 2 $400.00 $800.00 3.1 b) Percolation Testing Open -End Borehole: a total of 2 tests, from 0 to 15 feet. Both tests performed in the same hole. each 2 $300.00 $600.00 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 3.1 c) Percolation Test SPT Borings: 2 SPT Borings to 20 feet: 2 x 20'=40 feet feet 40 $17.00 $680.00 3.1 d) Percolation Test SPT Borings: Temporary Casing 0'-50'=40 feet feet 40 $8.50 $340.00 3.1e) Percolation Testing & SPT: Borehole Closing after boring performance 0'-50': 2 x 15'+2 x 20'=70 feet feet 70 $7.00 $490.00 4.1 a) 2 pavement cores for asphalt thickness measurement only each 2 $120.00 $240.00 4.2) Rig Mobilization each 1 $500.00 $500.00 4.3a) Organic Content Tests each 1 $50.00 $50.00 4.3b) Fines Content Tests each 1 $50.00 $50.00 4.3c) Grain Size Tests each 1 $65.00 $65.00 4.3d) Corrosion Testing: Resistivity, Chlorides, pH, Sulfates each 2 $140.00 $280.00 Subtotal Field Exploration $4,095.00 MOT SERVICES 5.1 a) MOT Services - Barricades. The percolation tests (double test) may day 3 $400.00 $1,000.00 take 2/2=1 day; the SPT borings will take (70')/70'=1 day; the pavement cores will take 2/10=0.5 day, for a total of 1+1+0.5= 2.5 days. The daily barricades use consists of: 100 cones, 16 traffic signs and one arrow target sign used for lane closures. 5.2b) MOT Services - Engineering Technician Services. All roadway hour 10 $81.20 $812.00 segments have two lanes, most have the same direction. Minimum time allocated for one technician to set barricades, perform a limited flagging, and remove the barricades. Estimating 4 hours/day: 4 hours x 2.5 days, for a total of 10 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 Subtotal MOT Services SUBTOTAL OF FIELD EXPLORATION, LABORATORY TESTING AND MOT $1,812.00 $5,907.00 TECHNICIAN SERVICES AND ENGINEERING FOR REPORTING 6.1) Engineering Technician for boring layout, underground utilities (meeting FL 811 personnel):2 percolation tests, 2 SPT borings (SPT for Percolation tests), 2 pavement cores. A total of 6 boreholes, 5 hours. Edilso Marquez, Ivan Diaz, Andi Garcia : $28x2.9=$81.20 hour 5 $81.20 $406.00 3.2) Staff Engineer for boring drafting: drilling 40' (perc. Tests)=40 linear feet: (40/100)x5= 2 hours. Abraham Oliveira, El: $36.35 x 2.9=$105.41 hour 2 $105.41 $210.82 44.5% 19.7% 64.2% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 LITTLE HAVANA FLOOD MITIGATION PROJECT - 2 ADDITIONAL BLOCKS ALONG SW 14 AVENUE, FROM SW 3 STREET TO SW 1 STREET CITY OF MIAMI, FLORIDA HR ENGINEERING SERVICES, INC. (HRES) 7815 NW 72nd AVENUE - MEDLEY, FLORIDA 33166 HRES PROJECT No.: HR26-1971R JANUARY 16, 2026 3.3) Staff Engineer - Boring description, report preparation support. Chollada Soonyakanit, El: $37.43 x 2.9$108.57 hour 8 $108.57 $868.56 3.4) Staff Engineer - permit hours (estimating 5 hours). Juan Valencia: $45.03 x 2.9=$130.58 hour 5 $130.58 $652.90 3.5) Professional Engineer- Report Preparation: David Ramos, PE: $47.11 x 2.9=$136.62 hour 4 $136.62 $546.48 3.6) Senior Engineer for report review, QA/QC: Chatuphat Savigamin, PE: $52.50 x 2.9=$152.25 each 4 $152.25 $609.00 TOTAL TECHNICIAN SERVICES AND ENGINEERING $3,293.76 TOTAL FOR GEOTECHNICAL SERVICES $9,200.76 Permit Fees - Estimated amount - Initiation fee: $ 400 needed to get the permit number. This fee is not waived. each 1 $400.00 $400.00 TOTAL FOR GEOTECHNICAL SERVICES - OPTIONAL SERVICES $9,600.76 OPTIONAL SERVICES: ESTIMATED PERMIT FEE FOR PLANS REVIEW AND FINAL PERMIT APPROVAL Permit Fees - Estimated amount - Optional if waived. We will charge for the actual amount after obtaining the permit approved. each 1 $1,500.00 $1,500.00 TOTAL FOR PERMIT FEES -OPTIONAL HR ENGINEERING SERVICES, INC. fferkrailk awtos Hernando R. Ramos, PE Senior Geotechnical Engineer/President $1,500.00 35.8% 100% Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Miami -Dade Water & Sewer ®7 WATER AND SEWER DEPARTMENT DNA: 4,26/2026 ACCEPTED z NOT ACCEPTED DESIGN SERVICES PROPOSAL FOR PROJECT 40-B233804 (RFQ 24-25-003) East Little Havana Flood Mitigation Improvements WASD JPA for Water Betterments Date: April 24th, 2026 Prepared by: Ribbeck Engineering, Inc. ER1BBECK 7Engineering,Inc Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 miAmpcADED CktJHtr pRIBBECK Engineering, Inc. TABLE OF CONTENTS SCOPE, SCHEDULE AND FEE SUMMARY 1 SCOPE OF WORK 1 Project Background 1 Task 1.0 Design Engineering Services 1 Task 1.1 Survey Services 1 Task 1.2 Geotechnical Investigation Services 2 Task 1.3 30% Design 2 Task 1.4 60% Design 3 Task 1.5 Permitting Services 4 Task 1.6 100% Design (Bid Set) 5 Task 2.0 — Procurement Support Services 5 Allowances 6 Project Schedule 6 Schedule of Fees 7 General Requirements 8 Consultant Assumptions 8 Task Manager's Acceptance 9 ATTACHMENTS: • Attachment A — Supporting Docs (Location Map) • Attachment B — Level of Effort • Attachment C— Subconsultant Proposals • Attachment D — Preliminary Design Schedule • Attachment E — Certified Payrates • Attachment F — Project Role Definition Forms • Attachment G — Anticipated Deliverables List • Attachment H — Anticipated Drawings List Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 (11"*"rt)MIAM PRIBBECK Ingineering,,Inc, SCOPE, SCHEDULE AND FEE SUMMARY Project Number: 40-B233804 (RFQ 24-25-003) Project Name: East Little Havana Water Betterment WASD Project Manager: TBD 1— SCOPE OF SERVICES The purpose of this scope of services is to provide professional engineering services to support the design and delivery of approximately 11,800 linear feet of 12-inch diameter water mains at 8 side street connections to replace aging and undersized water mains including fire hydrants, water services and connections to existing water mains. The project will result in new watermains to enhanced fire flow protection and improve system reliability and providing water betterments to the roads within the East Little Havana area identified under City of Miami Project No. 40-B233804 pursuant to RFQ 24-25-003. The scope includes conducting site investigations, supplemental survey, survey coordination, subsurface utility exploration, subsurface utility exploration coordination, geotechnical coordination, utility coordination, engineering design, development of construction documents, permitting and providing support services during procurement and construction. Detailed project limits are provided in the table below. etas , .e ffi: Pipe Length and Size Street Name From To Approx. Prop. Length Water (LF) Size (in) NW 1 St. r NW 17 Av. NW 1 St. NW 16 Av. NW 16 Av. Flagler St. S-NW 15 Av. SW 5 St. SW Flagler NW 17 Av. Ter. SW2St. SW 16 Av. NW 16 Av. 480 NW 15 Av. 370 NW 1 St. 360 NW 1 St. 2170 NW 14 Av. 1640 12 12 12 12 12 — SW 13 Av. 1370 12 SW4St. SW 17 Av. SW 14 Av. 1320 12 SW5St. SW 17 Av. SW 12 Av. 2660 12 SW 16 Av. SW5St. SW4St. 370 12 2 — SCHEDULE Proposed Schedule includes the following activities indicated below: Project Schedule Task No. Task Name From NTP to Completion 1.1 Survey Services 12 Weeks 1.2 Geotechnical (done under City project) 12 Weeks 1.3 1.4 1.5 1.6 30% Design 24 Weeks 36 Weeks 60% Design Permitting Services 56 Weeks 100% Design 60 Weeks Contract No. /TA No.: TBD Consultant PM: Hans Ribbeck, P.E. Date: March 4th, 2026 3 — DELIVERABLES Deliverables generally consist of Route Feasibility Report, Plans, Technical specifications, Permit Applications, Opinion of Probable Construction Cost, and Bid Phase Assistance. Refer to attachment G for a list of anticipated deliverables for the project. 4 — SCHEDULE OF FEES A detailed Schedule of Fees worksheet is included in attachment B; a summary of the Schedule of Fees is presented herein: Schedule of Fees Task No. Task Name Total Fee 1.1_ 1.1.1 1.3 1.4 1.5 1.6 2.0 Survey Services Soft Dig Coordination 30% Design $49,243.14 $2,401.20 60% Design Permitting Services 100% Design (Bid Set) Limited Procurement Support Services $146,276.00 $152,888.00 $95,096.80 $64,878.80 $14,070.80 Base Amount Subtotal $524,854.74 NDA #1—SUE (includes MOT $26,016.76 for SUE field crew) NDA #2 — ESDC Dedicated Allowance Subtotal $35,000.00 $61,016.76 Contingency Allowance $52,485.47 (10% Base Amount) Optional Services Allowance (8% Base Amount) Grand Total $41,988.38 $680,345.35 5 — COMPENSATION The services described above will be compensated in accordance with Contract No. (TBD) as a Lump Sum base fee of $524,854.74, dedicated allowance of $61,016.76, contingency allowance of $52,485.47, and optional services allowance of $41,988.38 for a Grand Total of $680,345.35. Should additional work in excess of the approved scope and/or fee become necessary, this will constitute a task revision which will need departmental approval and that Ribbeck Engineering, Inc. will not begin work prior to approval from WASD. Lastly, monthly invoices are required as stated in the contract 2.0 Procurement Support Services v5 -5/15/25 TBD Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 4 M IAMFCADE0011 pRIBBECK "Engineering, Inc. SCOPE OF WORK Project Background Ribbeck Engineering, Inc. proposes to provide the water betterment services identified below for the East Little Havana Flood Mitigation Improvements Project (W 8th Avenue to W 17th Avenue, NW 2nd Street to SW 6th Street, District 3) pursuant to its Professional Service Agreement with the City of Miami for Engineering Services for Flood Mitigation Improvements (RFQ 24-25-003). This Scope of Work will be added to the original contract for professional engineering services as part of a JPA between M-D WASD and the City of Miami for: Design the installation of approximately 11,800 LF of new 12- inch DIP WM with new services and fire hydrants within the East Little Havana Neighborhood as depicted on the layout under Attachment A in adherence with WASD standards and specs. The project also requires coordination between Miami -Dade Water and Sewer Department (MDWASD) and the City of Miami to install the proposed 8-inch Water Mains during the proposed improvements in that area. The services proposed under this scope includes survey, design, construction documents, permitting, subsurface utility exploration, procurement support, and limited construction support services, which include the Final Certification for placement the new water main into operation. Task 1.0 Design Engineering Services The design services outlined in this proposal include the full range of activities necessary to support the successful delivery of the project —covering design development, permitting, procurement support, and construction support services, if applicable. The structure and organization of the tasks provided in this scope are comprehensive and account for all associated project management efforts, coordination with stakeholders, and internal quality control reviews. Task 1.1 Survey Services Ribbeck Engineering, Inc. will subcontract and manage Longitude Surveyors to perform all survey work required to support the design of the proposed water main. This includes topographic and/or boundary surveys, horizontal and vertical control, tree and surface feature location. The survey will follow WASD survey and AutoCAD requirements and be signed and sealed by a Florida Registered Land Surveyor. Survey data will be used to prepare base drawings in AutoCAD format and support design deliverables. Ribbeck Engineering, Inc. shall review the survey for completeness. The survey scope includes: 1. Display any right-of-way, subdivision, section, property, and easement lines as required by the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. Boundary data will be depicted and labeled on the plans for informational purposes only; a Boundary Survey will NOT be performed. 2. Establish horizontal and vertical control within the limits of the survey. 3. The survey will be geo-referenced to the Florida State Plane Coordinate System, based on the North American Datum of 1983 (NAD83), 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 4. Establish a baseline with one hundred (100) foot stations, with survey stationing proceeding from south to north and west to east. Control points shall be set along the baseline at all alignment changes, curvature points, and street intersections. Reference points will also be set along the survey baseline to perpetuate the alignment, at intervals no longer than one thousand (1,000) 11 ge V5 — 5/15/25 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 dpugatoor— IAMMIDADE pRIBBECK Engineering, Inc. feet. 5. Collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, curb and gutters, sidewalks, walkways, driveways (identify material), fences and gates, walls, concrete slabs, ramps, signs, manholes, catch basins, valve boxes (top of valve elevation), utility boxes, utility poles, overhead lines, overhead structures (including clearance), and any other significant aboveground improvements and utilities within the survey limits. 6. Locate trees and palms with a three (3) inch diameter or greater at breast height (DBH); however, the tree line will be located wherever there are thick stands of trees and/or shrubs within the public right- of -way, but a detailed tree survey within these areas is not included. 7. Collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please note: LS will advise MDWASD before the commencement of work to ensure the structures to be surveyed are properly cleaned out or emptied. 8. Collect elevation data at intersections and along cross -sections sufficient to define all grade breaks, in accordance with the Miami -Dade Water and Sewer Department's Standards & Requirements for Topographic Survey. Longitude Surveyors will also provide Subsurface Utility Exploration (SUE) Services to confirm the diameter and depth of existing utilities in potential conflict with the proposed main to avoid any possible conflicts. The allowance includes a maximum of 40 test holes (soft digs). This part of the task will be managed as a Negotiated Dedicated Allowance. Refer to the allowances section for further detail. Task 1.1 Survey Services Deliverables • Final Signed & Sealed Survey (PDF & AutoCAD drawings) • Control Point Data and Field notes • List of Verified Underground Utilities Task 1.2 Geotechnical Investigation Services The anticipated scope of work does not include geotechnical exploration. However, the City of Miami Project 40-B233804 includes geotechnical exploration services for the roadway reconstruction and drainage upgrades. The City scope includes 18 SPT borings to a depth of 20 feet spread throughout the project limits. Ribbeck Engineering will coordinate with the City of Miami -assigned geotechnical engineer and will submit the same geotechnical report to WASD. Task 1.3 30% Design The 30% design phase will establish the foundational layout and identify key design elements and constraints. Once NTP is issued Ribbeck Engineering, Inc. will coordinate a kickoff meeting with the PM and key stakeholders. Ribbeck Engineering, Inc. will coordinate with Sunshine 811 to initiate a design ticket for utility identification and gather/review as-builts pertinent to existing utilities in the public right-of-way which will be provided by the WASD PM. A project site visit will be conducted to verify field conditions and assess any visible environmental or access constraints. Ribbeck Engineering, Inc. will begin gathering utility records and contamination data to build the existing conditions base map and identify potential conflicts. Preliminary horizontal alignments for the proposed pipeline will be developed and shown in plan view, highlighting the location of major features, known utilities, and potential easement needs. Ribbeck Engineering, Inc. will confirm the applicability of roadway moratoriums and also provide an update on the design schedule in Microsoft Project. Ribbeck Engineering, 2 I P V5 - 5/15/25 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ., MIAMF PRIBBECK Engineering,Inc. Inc. will also develop an initial Opinion of Probable Construction Cost (OPCC) based on the preliminary design assumptions, route alignment, and available utility and survey data. Ribbeck Engineering, Inc. will review the results of the hydraulic model provided by WASD to confirm pipe size selection and ensure consistency with the system's design criteria. Additionally, a 30% design review workshop will be conducted with WASD to review preliminary findings and align expectations for the next phase of work. For a list of anticipated drawings, refer to Attachment H. The list is intended to serve as a guide and may include, but is not limited to, the sheets shown. Task 1.3 30% Design Deliverables: • 30% Design Plans (PDF & AutoCAD) • Draft Table of Contents for the Technical Specifications (Word) • 30% OPCC (PDF & Excel) • 30% Project Schedule Update (MS Project and PDF) • Kickoff meeting agenda and meeting minutes • 30% Design Workshop agenda and meeting minutes Task 1.4 60% Design The 60% design submittal will build upon the 30% submission by incorporating WASD's review comments and refining the preliminary design. Ribbeck Engineering, Inc. will develop full plan and profile drawings, including horizontal and vertical alignment, and define pavement restoration limits directly on the plan view. Traffic Control Plans (TCPs) and restoration plans specific to right-of-way owner are anticipated to be included on the City of Miami 40-B233804 set of plans. A draft specifications package will be developed in alignment with WASD's standard template. Ribbeck Engineering, Inc. will update the Opinion of Probable Construction Cost (OPCC) to reflect the refined design and submit it using the WASD format. A written response matrix will be prepared, documenting all 30% review comments and how they were addressed. An updated project schedule will be provided, and justification must be included for any deviation from the original baseline. Ribbeck Engineering, Inc. will attend a 60% Design Review Workshop with the WASD Project Manager to present the submittal and confirm alignment before proceeding to the 90% phase. For a list of anticipated drawings, refer to Attachment H. The list is intended to serve as a guide and may include, but is not limited to, the sheets shown. Fire hydrants and water services are components of the water distribution system; therefore, all domestic services and fire hydrants must be shown on the plans. WASD has allowed the use of a typical section to illustrate fire hydrant crossings in lieu of providing individual profiles for each hydrant. In highly congested, limited right-of-way areas with major utilities, individual profiles will be required. Task 1.4 60% Design Deliverables: • 60% Design Plans (PDF & AutoCAD) • Draft technical specification (Word & PDF) • 60% OPCC (PDF & Excel) • 60% Project Schedule Update (MS Project and PDF) • Written summary of responses to 30% design review comments • 60% Design workshop agenda and meeting minutes 3 I P a 5 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 miAmpcADE2 [o,)Htr pRIBBECK Engineering, Inc. Task 1.5 Permitting Services Following completion of the 60% Design Submittal, Ribbeck Engineering, Inc. will prepare a comprehensive Permit Package incorporating all comments received from WASD and other applicable project stakeholders. The Permit Package will serve as the official submittal to permitting agencies and will include final plan and profile drawings, utility crossings, and all necessary supporting documentation required for agency review. Ribbeck Engineering, Inc. shall prepare the permit application forms for WASD's signature and the 60% permit -ready design drawing for WASD approval stamps. Ribbeck Engineering, Inc. will prepare and submit written responses to all 60% Design Submittal comments, indicating how each comment was addressed. These responses will be submitted alongside the updated permit ready documents. Ribbeck Engineering, Inc. will prepare and complete all permit application forms for WASD's signature, assemble the full permit ready package, and submit them for review and approval through WASD's Dry Run Permit Process using Trimble Unity Construct (e-Builder). Typical permits expected for this type of project include: 1. Public Works Design Review (Miami -Dade Department of Transportation and Public Works — DTPW) 2. Utility Permit (Florida Department of Transportation — FDOT) 3. Right -of -Way Dry Run Review (Applicable Municipalities) 4. Water Extension Permit (Miami -Dade Regulatory and Economic Resources — RER) 5. Any Special Permits (Tree removal, RER/Class I permit, etc.) 6. Special crossing permits (FEC, MDX, etc.) 7. Building Department (Miami -Dade Regulatory and Economic Resources — RER or Municipality) 8. Florida Department of Health (FDOH) The above list of permits is not intended to represent a complete or exhaustive list of all permits required for the project. The Consultant is responsible for identifying, preparing, and obtaining all permits necessary to construct the project, regardless of whether they are explicitly listed herein. The Consultant shall respond to all permitting agency RFIs and deliver a final permitted design. This work shall be completed as a lump -sum task with no additional fee. The Consultant is responsible for completing all required steps and delivering a complete and final product. Ribbeck Engineering, Inc. will coordinate with each permitting agency to confirm submittal requirements, application formatting, and the current review process. This task will include tracking status updates, responding to RFIs or clarification requests from agencies, attending pre -application meetings and follow- up meetings, as required with the regulatory agency, and providing regular updates to WASD through a maintained Permit Tracking Log. When feasible based on the amount, permit fees will be paid up front by the Consultant and reimbursed by WASD through the dedicated allowance. Task 1.5 Permitting Services Deliverables: • Written responses to all 60% Design Submittal comments • Completed permit application forms for each applicable permit agency • Dry -Run Permit Package Submittals through Trimble Unity Construct (e-Builder) • Permit Tracking Log (Updated Monthly or Upon Major Changes) Wage 25 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 dpugatoor— MIAMF pRIBBECK Engineering, Inc. • Responses to Agency Comments or RFIs • Approved permit set of plans with Permitting Agencies' stamps and/or permit documentation. • Documentation of Permitting Coordination Meetings (if applicable) Task 1.6 100% Design (Bid Set) The 100% design submittal will represent the final, bid -ready construction contract package. Ribbeck Engineering, Inc. will revise the 60% submittal/permit set to incorporate all remaining comments issued by WASD, the permitting agencies, and other project stakeholders. The final set will include updated plan and profile drawings, all required details, and the fully developed specification package in accordance with WASD's formatting standards. Ribbeck Engineering, Inc. will also submit a Final Opinion of Probable Construction Cost (OPCC), reflecting current quantities, updated pricing, and any adjustments resulting from the permit review process. The final OPCC will be provided in the excel format needed for procurement submission in Trimble Unity Construct (e-Builder). This submission is the culmination of the design and permitting process, and no outstanding issues should remain. The 100% package will serve as the final basis for construction procurement. Task 1.6 100% Design Deliverables: • Final Signed & Sealed set of Design Plans (PDF & AutoCAD) • Final 100% Specifications Package (Word & PDF) • Final OPCC (Excel & PDF) • Updated permit tracking log confirming receipt of all required approvals • Final Project Schedule Update (MS Project and PDF) • Written summary of responses to permitting comments Task 2.0 — Procurement Support Services Upon completion and acceptance of the 100% Design Submittal, the project will enter the procurement phase. Ribbeck Engineering, Inc. will provide technical support throughout the bidding period, beginning with attendance at the pre -bid meeting to assist in responding to questions and clarifying project requirements for prospective bidders. Ribbeck Engineering, Inc. will prepare a brief pre -bid presentation summarizing the scope of work of the project and key elements of the design prospective bidders should be aware of when preparing the bid. Throughout the bid solicitation period, Ribbeck Engineering, Inc. will respond to Requests for Information (RFIs) issued by potential bidders. All responses will be coordinated with WASD and documented for inclusion in the official addenda, as needed. After the bid receipt, Ribbeck Engineering, Inc. will prepare a Conformed Set of the construction drawings and specifications. This version will reflect any changes issued during the bid period and will be finalized for construction use. Lastly, Ribbeck Engineering, Inc. will assist WASD in reviewing the bid tally sheet and provide a written recommendation for award based on bid compliance and evaluation of contractor qualifications. Task 2.0 Procurement Support Services Deliverables: • Attendance at the Pre -Bid Meeting and assistance with pre -bid meeting presentation • Written responses to bidder RFIs (coordinated with WASD) 5I,=a2 !'� — 5/1 sits Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 dpugatoor— miAmp:IDADE pRIBBECK Engineering, Inc. • Conformed Set of construction drawings (PDF and AutoCAD) • Conformed Specifications Package (PDF and Word) • Review of bid tally sheet and written recommendation for award based on bid review and contractor qualifications Allowances Negotiated Dedicated Allowance for SUE (including MOT required for SUE field crew) This negotiated dedicated allowance establishes a dedicated amount of $26,016.76 for SUE and associated MOT services. This negotiated dedicated allowance will be performed by Longitude Surveyors. Services will include soft digs to confirm diameter and depth of existing utilities in conflict with the proposed main to avoid any possible conflicts. Prior to utilizing this negotiated dedicated allowance for SUE Services & MOT Services, Ribbeck Engineering, Inc. shall submit a written scope and cost proposal to the WASD Project Manager for review and written approval. Ribbeck Engineering, Inc. must clearly document the use of the allowance on monthly invoices as required. Negotiated Dedicated Allowance for Engineering Services During Construction This negotiated dedicated allowance establishes a dedicated amount of $35,000.00 for Engineering Services During Construction (ESDC). Prior to utilizing this negotiated dedicated allowance for ESDC, Ribbeck Engineering, Inc. shall submit a written scope and cost proposal to the WASD Project Manager for review and written approval. Ribbeck Engineering, Inc. will clearly document the use of the allowance on monthly invoices as required. Contingency Allowance This contingency allowance of $52,485.47 is included to cover unforeseen efforts required to complete the work described in this Scope of Services but not explicitly defined herein. Prior to utilizing this contingency allowance, Ribbeck Engineering, Inc. will submit a written scope and cost proposal to the WASD Project Manager for review and written approval. Ribbeck Engineering, Inc. will clearly document the use of the allowance on monthly invoices as required. Optional Services Allowance This optional services allowance of $41,988.38 is included to cover potential additional water betterments that could be triggered if the City's optional services scope is approved. The City's optional services scope includes adding a new segment to the project. The segment runs along SW 14th Avenue from SW 1st Street to SW 3rd Street. The City will determine if this scope is required upon evaluation of our Value Engineering, which will be conducted at 30% design phase. Project Schedule The project schedule assumes a three-week comment period for deliverables, beginning the first business day after the submittal of each deliverable. One week after the comment period commences, a design review workshop will be held with all applicable WASD stakeholders. Ribbeck Engineering, Inc. will conduct the workshop(s) and will schedule workshop(s) at the commencement of the task to hold a date for each workshop. Once comments are received and addressed, Ribbeck Engineering, Inc. will compile a comment log for the deliverable. Additionally, once the NTP is executed Ribbeck Engineering, Inc. will provide a detailed project schedule, created in Microsoft Project or a similar tool, that aligns with the task durations specified in Wage 25 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 4 M IAMFCADE0011 pRIBBECK Engineering,Inc. the project schedule section of the proposal. The schedule will encompass all tasks and subtasks, clearly identifying milestones, dependencies, and critical path. Task No. Project Schedule A From NTP to Completion 12 Weeks Task Name 1.1 Survey Services 1.2 Geotechnical (done by City project) Coordination 12 Weeks 1.3 30% Design 24 Weeks 1.4 60% Design 36 Weeks 1.5 Permitting Services 56 Weeks 1.6 100% Design 60 Weeks 2.0 Procurement Support Services TBD 1.1 Survey Services 12 Weeks 1.2 Geotechnical (done by City project) 12 Weeks Schedule of Fees Ribbeck Engineering, Inc. agrees to provide the scope of services described in this proposal for a total amount of $680,345.36. Refer to the schedule of fees table shown below. Invoices will be submitted on a monthly basis and will be based on the percent complete of lump sum tasks, plus reimbursable expenses charged against the dedicated allowance. Ribbeck Engineering, Inc. will manage task assignments, employee classifications, and workload distribution internally, provided that the total compensation for each task does not exceed the authorized amounts and the scope of services is delivered as described. Ilk Task No. ill Total Fee Task Name 1.0 Design Engineering Services 1.1 Survey Services $49,243.14 1.1.1 Soft Dig Coordination $2,401.20 1.2 30% Design $146,276.00 1.3 60% Design $152,880.00 1.4 Permitting Services $95,096.80 1.5 100% Design (Bid Set) $64,878.80 2.0 Procurement Support Services $14,070.80 Base Amount Subtotal $524,854.74 Negotiated Dedicated Allowance SUE (includes MOT for SUE crew) $26,016.76 Negotiated Dedicated Allowance for ESDC $35,000.00 $61,016.76 $52,485.47 i $41,988.38 Dedicated Allowance Subtotal Contingency Allowance Optional Services Allowance (SW 14 Ave. from SW 1 St. to SW 3 St.) (8% Base Amount) Grand Total $680,345.35 1 7 I P a g e V5 — 5/15/25 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 4 MIAMF pRIBBECK Engineering, Inc. General Requirements • All submittal documents shall be provided in both PDF format and their native editable formats, including but not limited to Microsoft Word, Excel, Microsoft Project, and AutoCAD (.dwg). All electronic files must have meaningful file names and shall be submitted on one (1) USB drive or Shared Drive that allows WASD to download. • Design consultants must adhere to the latest WASD Design and Construction Standards and Details. Consultants shall also comply with any updates to the specs/standards or project -specific directives issued by the WASD Project Manager. Any proposed deviations from WASD standard details must be clearly identified in the submittal and justified in writing for review and approval. • If the topographic survey is part of the consultant's scope of work, the Consultant shall comply with the latest standards and requirements for the preparation of the topographic survey. • Project schedule assumes a three-week comment period for all deliverables, beginning on the first business day after submittal. A design review workshop will be scheduled one week into the comment period to discuss comments and coordinate design decisions. The schedule should be reflected in calendar days. • The Consultant is responsible for scheduling and facilitating all workshops at the start of each task to hold workshop dates. After comments are received and addressed, the Consultant shall compile a comment log that includes: a summary of each comment, the name/agency of the commenter, the Consultant's response and any related changes to the deliverable • The Consultant's Opinion of Probable Construction Cost (OPCC) shall follow best practices in line with the recommended standards of the Association for the Advancement of Cost Engineering (AACE), including appropriate classification of estimate level based on design completion stage. • The Consultant shall use Trimble Unity Construct (e-Builder) to submit and manage all design documents, permit approvals (as applicable), procurement materials, and construction -phase engineering services. • The Consultant shall be familiar with the use of Revu Bluebeam, as this software is used by WASD for the design review and comment process in Trimble Unity Construct (e-Builder). All design submittals must be compatible with Bluebeam's markup, measuring, and tracking features to support efficient review workflows. • All drawings and design files must use the latest WASD CAD Layering Standards and Title Blocks. Deviations must be pre -approved by the WASD Project Manager. • All sheet naming and drawing numbers shall follow the U.S. National CAD Standard — Uniform Drawing System (UDS) Module 1: Drawing Set Organization, unless otherwise directed by WASD PM. • All email correspondence for this project should include the project eBuilder# in the email subject. • Inquires made by the WASD PMs should be responded to within a reasonable time frame no longer than 5 working days. • Sub -consultants must comply with the same general requirements, and it is the responsibility of the prime Consultant to ensure their adherence. • The Consultant shall maintain a single point of contact for coordination and communication throughout the project duration. Consultant Assumptions • Permit fees have not been included under this scope nor estimate. Once the permits have been submitted, Ribbeck Engineering, Inc. will provide the amounts that need to be paid for the permitting processing and fee. WASD will issue checks for the required amounts. 8IP a g e V5 - 5/15/25 Docusign Envelope ID: 4FC37140-790D-8990-82DO-A7B02287F223 trrimirwaass, mizeier MIAMk C4UNX7 pRIBBECK ■■ IEngineering, Inc • WASD will provide all available existing utility records, as -built drawings, and GIS data at project initiation. • Topographic survey and geotechnical data will be provided by WASD, unless otherwise noted in the scope. • Permitting timelines will follow standard durations, and no extraordinary delays from agencies are anticipated. • WASD will be responsible for obtaining rights -of -entry or access to private properties, if required for field investigations. • Public outreach or stakeholder coordination meetings will be led by WASD unless explicitly assigned to the Consultant. • Reviews and approvals from WASD will be provided within the three-week comment period assumed in the schedule. Task Manager's Acceptance By signing below, the Consultant certifies that they have reviewed and agree to perform the services outlined in this Scope of Services. The Consultant understands and accepts the responsibilities, deliverables, and requirements described herein, subject to the terms and conditions of the Professional Services Agreement. Hans Ribbeck, PE Carlos Ribbeck, PE Name (Typed or Printed) Name (Typed or Printed) Project Manager President Title Title Signature 4/24/2026 4/24/2026 Date Date 9 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 M IAMMMDED 0011 pRIBBECK Engineering,Inc. Attachment A — Supporting Docs (Location Map) Mnii=inin Envelope ID: 4FC37140-790n-Raan-R7nn-A7R077R7F223 346 LF 8"CIAge68 470LF 2"CIAge 96 1040LF 8" DI Close the loop 470 LF 2" CI Age 98 355 LF 8"CIAge68 445 LF 2"CIAge 96 558 LF 2"CIAge98 120 LF 6"CI Age 96 880 LF 2"CIAge96 720 LF 6"CIAge 96 rLI 560LF 8" DI Close the loop ■ ENERGY DISSIPATOR ❑e PROP. PUMP STATION — — 36 •AREAS W/ IN -LINE 1WEC ION — 42 WELLS — 44 AREAS W/ GRAVITY WEI1S — 48 - PROP. FRENCH DRAIN — ^ 51 - PROP. FORCEMAQJ 54 - PROP. CO L-VANCE PIPE EXISTING GRAVITY PIPES -66 72 78 ▪ ROAD'NAY1DRAINAGE IMP. (P.S. ROAOWAY(DRAINACE IMP, (SELFCONTAINED) ROADWAY RESTORATION ONLY Q PROP. PROJECT BOUNDARY * LAWRENCE PS LAWRENCE PS NTIN FM NW 2nd St----------� NW 1st St ter St sW ,st 1346 LF 2"CIAge98 PUMP STATION 1050 LF 2' CIAge96 535 LF 6" CI Age 63 SW7th St - Riverside Elementary Esri Community Maps Contributors, Miami -Dade County, FDEP, OpenStreetMap, Microsoft, Esri, TomTam,.Garmi t East Little Havana Flood Improvements 0 500 1,000 Feet W Flaglcr St SW 1st St SW 2nd St SW 5th SW etrrsr — • eGr CITY COMMISSION DISTRICT 3 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MIAMFpkdE CauNtr Attachment B — Level of Effort pRIBBECK Engineering,Inc. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 SURVEYING MAPPING • 3D SCANNING • SUE • DRONE (UAS) 7700 North Kendall Drive, Suite 705 Miami, Florida 33156 LONGITUDE LB 7335 • Tel: (305) 463-0912 SURVEYORS Wednesday, March 04, 2026 Mr. Hans Ribbeck, MSEM, P.E. hr@ribbeck.co Ribbeck Engineering, Inc. 1435 Southwest 120 Street, Suite 205 Miami, FL 33186 954.918.6769 RE: Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the water betterment locations involved with the East Little Havana Flood Improvements Project located within Miami, FL. Dear Mr. Ribbeck, According to your request regarding a fee estimate for Surveying, Mapping, and Subsurface Utility Engineering (SUE) services for the above -referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to submit the following proposal for your consideration. A. SCOPE OF WORK: ➢ TASK 1 — Topographic Survey: LS will ensure the following Topographic Survey complies with the Miami -Dade Water and Sewer Department (MDWASD) Standards & Requirements For Topographic Survey' as per ATTACHMENT 1, last revised on 10/10/2025, to include the following information: 1. LS will display any right-of-way, subdivision, section, property, and easement lines as required by the project. However, without a Title Commitment or Title Search, there is no guarantee that easements, covenants, restrictions, etc., will be shown on the survey. Boundary data will be depicted and labeled on the plans for informational purposes only; a Boundary Survey will NOT be performed. 2. LS will establish horizontal and vertical control within the limits of the survey. 3. The survey will be geo-referenced to the Florida State Plane Coordinate System, based on the North American Datum of 1983 (NAD83) , 2011 adjustment. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 4. LS will establish a baseline with one hundred (100) foot stations, with survey stationing proceeding from south to north and west to east. Control points shall be set along the baseline at all alignment changes, curvature points, and street intersections. Reference points will also be set along the survey baseline to perpetuate the alignment, at intervals no longer than one thousand (1,000) feet. 5. LS will collect significant aboveground improvements, including, but not limited to, pavement, edge of pavement lines, pavement markings, curb and gutters, sidewalks, walkways, driveways (identify material) , fences and gates, walls, concrete slabs, ramps, signs, manholes, catch basins, valve boxes (top of valve elevation), utility boxes, utility poles, overhead lines, overhead structures (including clearance), and any other significant aboveground improvements and utilities within the survey limits. 6. LS will locate trees and palms with a three (3) inch diameter or greater at breast height (DBH); however, the tree line will be located wherever there are thick stands of trees and/or shrubs within the public right- of-way, but a detailed tree survey within these areas is not included. 7. LS will collect existing drainage and sanitary structures, including rim elevation, structure bottom elevation, pipe size, pipe material, pipe direction, direction of water flow, and invert elevations. Please note: LS will advise MDWASD before commencing work to ensure the structures to be surveyed are properly cleaned out or emptied. 8. LS will collect elevation data at intersections and along cross -sections sufficient to define all grade breaks, in accordance with the Miami -Dade Water and Sewer Department's Standards & Requirements for Topographic Survey. ➢ TASK 2 — Subsurface Utility Engineering (SUE) Quality Level "A" Soft -Digs: 1. LS will coordinate and obtain Sunshine 811 dig tickets and mark forty (40) Soft -Dig locations with white paint ("white line") for the utilities. 2. LS will coordinate and provide Maintenance of Traffic (MOT) for the forty (40) Soft -Dig locations. 3. LS will utilize surface detection equipment such as Electromagnetic Locators and Ground -Penetrating Radar (GPR) to assist in identifying utilities at the forty (40) Soft -Dig locations. These methods are used solely to support the Quality Level "A" Soft -Dig services; no stand-alone Quality Level "B" deliverables are included in this scope. LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Hans Ribbeck Ribbeck Engineering, Inc. Wednesday, March 4, 2026 Page 2 4. LS will perform Quality Level "A" Soft -Dig services at forty (40) locations to expose utilities and collect horizontal positions and vertical elevations of utility tops, while also attempting to obtain utility bottoms, sizes, and material types. 5. LS will locate the Soft -Dig horizontal positions referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983 (NAD83) and ground elevations referenced to the North American Vertical Datum of 1988 (NAVD88). 6. LS will prepare the Verified Vertical Elevation and Horizontal Location (VVH) report for each Soft -Dig. B. SURVEY LIMITS: Survey limits to span the entire width of the public right-of-way and extend up to fifty (50) feet past the route right-of-way for intersecting roadways as per the attached Exhibit. Areas outlined in red represent the portions of the survey that have been previously surveyed for the City of Miami, in which we will collect the necessary data to supplement the requirements for MDWASD. C. DELIVERABLES: Soft -dig locations will be designated by the corresponding number from the Vacuum Excavation Reports for each Soft -Dig, along with all pertinent information. LS will provide a Civil 3D CAD file and a digitally signed and sealed PDF copy of the completed survey. Signed and sealed hard copies will be available upon request. D. TIME & COST: The total professional fee to complete TASK 1 described herein shall be a lump sum of $49,243.14. LS has an estimated two (2) calendar months from the date of the Notice to Proceed (NTP) to complete this task. The total professional fee to complete (Optional) TASK 2 described herein shall be a dedicated allowance of $650.42/per hole for a total of $26,016.76. LS has an estimated two (2) calendar months from the date of the Notice to Proceed (NTP) to complete this task. Notice to Proceed (NTP) is considered effective twenty-four (24) hours after this proposal agreement has been executed and returned to the undersigned. Please note: The fee for (Optional) TASK 2 includes Maintenance of Traffic (MOT), application, and/or permit fees associated with the services. I agree that by signing below, "I APPROVE AND ACCEPT," this proposal is a legally binding contract. By: Date: (Authorized Signature) Title: (Typed or printed name) On behalf of the firm, I thank you for the opportunity to present this proposal. We look forward to utilizing our best professional efforts on your behalf on this very important project. Respectfully Yours, Eduardo M. Suarez, PSM/President LONGITUDE SURVEYORS, LLC. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Longitude Surveyor's LLC. East Little Havana - FIP - Convert to WASD Cost Breakdown for Survey Services Fee is based on the latest E19-DTPW-04 Public Works Negotiated Rate Subtask 1- Topographic Survey Subtask 2 - Quality Level "A" Soft -Digs Draftsperson $123.90 103 16 $14,744.10 Survey computer $139.39 12 8 $2,787.80 Principal Surveyor $229.81 16 4 $4,596.20 Field Crew Survey Crew Party of Two $2,028.15 $0.00 Survey Crew Party of Three $2,223.70 14 $31,131.80 Survey Crew Party of Four $2,577.76 $0.00 Under Ground Services Designating Services ( USL) 3 Men Crew $335.01 $0.00 GPR 3 Men Crew $373.65 $0.00 Vac Truck ( Test Holes) $550.00 40 $22,000.00 Dedicated allowance Subtask 3 - Quality Level "A" Soft -Digs $26,016.76 $0.00 Security $0.00 Police Escort $0.00 Total $75,259.90 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Exhibit Approximate Survey Limits " - JOMPW. elw 0 _um mni Legend , • Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MIAMI-D DE MIAMI-DADE WATER AND SEWER DEPARTMENT STANDARDS & REQUIREMENTS FOR TOPOGRAPHIC SURVEY The survey shall be performed by a Professional Surveyor and Mapper in the State of Florida and shall meet the Standard of Practice identified in Chapter 5J-17 of F.A.0 (Florida Administrative Code) as adopted by the Florida Board of Professional surveyors and Mappers pursuant Chapter 472 of Florida Statues. In addition to the above requirements, the following are the minimum requirements established by WASD: TOPOGRAPHIC SURVEY As a minimum, topographic surveys will address the following: A. The full route survey shall include the entire right-of-way. The survey at the intersections shall be extended 100 feet beyond the route right-of-way. For the design of transmission lines, the survey shall be extended to the Point of Tangency (PT) of the intersection. B. Boundary information will include right-of-way lines, subdivision lines (lots and tracts lines), section lines, property lines, and easement lines as required by the project. For Distribution Utility Lines Projects, show the Folio Number and the Address Number for each parcel. The surveyor will be responsible for obtaining right-of-way information from available records. The surveyor will depict and label boundary data on the plans for informational purposes only. The surveyor will not perform a Boundary Survey. As with abbreviations, any symbols, line types, etc. shown on the survey map shall be explained and/or defined in a legend. C. Horizontal and Vertical Control 1) The survey shall be based on the North American Datum 1983 (NAD83), Florida East Zone 901, 2011 adjustment. A description of the control points upon which the survey is based shall be shown in the survey drawing. The surveyor shall establish (at least two or more) Primary Control Points (PCP): throughout the project at no longer than1,000 feet intervals. Well established / monumented lines shall be identified and labeled (i.e., City of Miami monument lines, Section lines) 24 On vertical control refer to the datum used (NGVD1929). Description of the Benchmarks upon which the survey is based shall be shown in the survey drawing. The surveyor shall establish elevations to the PCP mentioned before. D. ACCURACY 1) HORIZONTAL ACCURACY Primary Control Points (PCP): Page 1 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 a) Established by Real -Time Network (RTN) methodology with a GNSS rover antenna: • The FPRN antenna, or a similar network station, shall be within a radius of 10 km. • PCPs shall be set in clear areas free of obstructions. • The GNSS antenna model shall support current manufacturer software for multipath and noise mitigation and be capable of tracking GPS L1/L2/L5, Galileo, GLONASS, and BeiDou signals. • PDOP shall be <_ 2.5. • A minimum of 5 GNSS observation sessions shall be conducted at each PCP. • Observations shall be performed at intervals of no less than two hours to ensure temporal separation. Additional sessions may be required to achieve the required accuracy at the 95% confidence level. • The minimum accepted horizontal accuracy is 0.08' (95% confidence level). b) Established by Real -Time Kinematic (RTK) Point -to -Point methodology with a GNSS base and rover antenna: • The GNSS base station shall be set on a reference point of higher horizontal accuracy, such as an NGS or Miami -Dade County control point. • PCPs shall be set in clear areas free of obstructions. • The GNSS antenna model shall support current manufacturer software for multipath and noise mitigation and be capable of tracking GPS L1/L2/L5, Galileo, GLONASS, and BeiDou signals. • PDOP shall be <_ 2.5. • A minimum of 5 GNSS observation sessions shall be conducted at each PCP. • Observations shall be performed at intervals of no less than two hours to ensure temporal separation. Additional sessions may be required to achieve the required accuracy at the 95% confidence level. • The minimum accepted horizontal accuracy is 0.08' (95% confidence level). c) Established by Post -Processing (GNSS Static) methodology with a GNSS base: • Observations shall not be less than 2 hours at each PCP. • PCPs shall be set in clear areas free of obstructions. • PDOP shall be <_ 2.5. • A summary report generated by the processing software shall be included in the survey, documenting achieved results at the 95% confidence level. • The minimum accepted horizontal accuracy is 0.08' (95% confidence level). d) Established by Conventional Traverse with a Total Station: • A traverse may be performed between two known points of higher horizontal accuracy (NGS or Miami -Dade County control points). • The resulting closure shall meet or exceed an accuracy standard of 1 foot in 7,500 feet. 2) Secondary Control Points (SCP): • Shall be established as needed through an open traverse from previously established PCPs. Page 2of8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 • SCPs shall be used in project areas with sky obstructions, PDOP > 2.5, or where GNSS methods are unsuitable. • The resulting closure shall meet or exceed an accuracy standard of 1 foot in 7,500 feet. 3) Check Points (Horizontal Positional Accuracy): • A Check Point shall be a monument of higher horizontal accuracy (NGS or Miami -Dade County control point). • Check Points shall be in clear areas free of obstructions. • PDOP shall be <_ 2.5. • A minimum of 3 GNSS observation sessions shall be conducted at intervals of no less than two hours to ensure temporal separation. Additional sessions may be required to achieve the required accuracy at the 95% confidence level. • The minimum accepted horizontal accuracy is 0.10' (95% confidence level). 4) VERTICAL ACCURACY Primary and Secondary Control Points Vertical Component: Shall be established using differential leveling with redundant measurements and observations. a) No Miami -Dade County or NGS benchmarks within 1 mile: • Vertical accuracy between the most distant PCPs shall be determined using GNSS observations. The minimum accepted vertical accuracy is 0.10' (95% confidence level). • A leveling loop shall be performed, beginning and ending at the PCP with the best reported vertical accuracy. The loop shall include all PCPs and SCPs. • The resulting closure shall meet or exceed ±0.05 feet x Al(distance in miles). • Level run residuals shall be adjusted. b) At least two Miami -Dade County or NGS benchmarks within 1 mile: • A leveling bench run shall be conducted between the two benchmarks. • The resulting closure shall meet or exceed ±0.05 feet x Al(distance in miles). • Level run residuals shall be adjusted. c) Only one Miami -Dade County or NGS benchmark within 1 mile: • One PCP shall report vertical accuracy obtained via GNSS observations. The minimum accepted vertical accuracy is 0.10' (95% confidence level). • A leveling bench run shall be conducted between the benchmark and the tested PCP, including all PCPs and SCPs. • The leveling loop shall close on the benchmark and shall meet or exceed ±0.05 feet x Il(distance in miles). • Level run residuals shall be adjusted. 5) Direct Collection of Topographic Features (RTN Method): Page 3 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 • Surveyed area shall be clear and free of obstructions. • The FPRN antenna, or a similar network station, shall be within a radius of 10 km. • The GNSS antenna model shall support current manufacturer software for multipath and noise mitigation and be capable of tracking GPS L1/L2/L5, Galileo, GLONASS, and BeiDou signals. • PDOP shall be <_ 2.5. • The nearest PCP shall report horizontal accuracy <_ 0.07' (95% confidence level). • The nearest PCP shall report vertical accuracy <_ 0.08' (95% confidence level). • Where these requirements are not met, conventional methods or terrestrial scanning shall be used. 6) Direct Collection of Topographic Features (RTK Point -to -Point Method): • Surveyed area shall be clear and free of obstructions. • The GNSS antenna model shall support current manufacturer software for multipath and noise mitigation and be capable of tracking GPS L1/L2/L5, Galileo, GLONASS, and BeiDou signals. • PDOP shall be <_ 2.5. • The nearest PCP shall report horizontal accuracy <_ 0.07' (95% confidence level). • The nearest PCP shall report vertical accuracy <_ 0.08' (95% confidence level). • Where these requirements are not met, conventional methods or terrestrial scanning shall be used. E. ALIGNMENT SURVEY BASELINE: a) Survey stationing goes from south to north and from west to east. Establish a baseline with 100- foot stations; control points shall be set along the baseline at all changes in alignment, points of curvature, and at all street intersections. Control Points must be composed of durable and identifiable material. Show Northing and Easting coordinates, and elevation of the control points. CONTROL NETWORK: b) The surveyor is required to establish at least two additional reference points offset from the baseline, at right angles or radial to it in case of curve alignment, to perpetuate the alignment at intervals no longer than 1,000 feet. When the reference points are more than two, then they must be set on different sides of the baseline. c) The control points information must be presented in a table with columns containing the following information: Point Name, Northing coordinates, Easting coordinates, Latitude, Longitude, Baseline Station, Offset, Elevation, and description of the set monument (See example table below.) Page 4 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 BASELINE AND PRIMARY CONTROL POINTS POINT NAME (Y) NORTHING (X) EASTING LATITUDE LONGITUDE BASELINE STATION OFFSET ELEVATION DESCRIPTION d) Establish the center lines and/or monument lines of side streets. Give station equation and bearings or angle turned. e) Show all curve data on plans. Set points of curvature and points of tangency in the field and reference the radius point. This information may be shown in tabular form and written inside the drawing. f) Baselines shall be tied to well established lines, such as, centerlines, section lines, monument lines, right-of-way lines, if different. F. Topographic information gathered shall include the following: 1. Locate above ground visible utilities components (i.e. utility poles including the guy wires, traffic signal poles, transformers, valve boxes, hydrants, meters boxes, telecommunication service boxes, drainage structures, utilities manholes and vaults), buildings, sidewalks, walls, fences, mail boxes, edge of pavements, asphalt patches, driveways (identify if asphalt, concrete, pavers, etc.) and all other significant above ground features within the survey route. For transmission pipelines design and pump stations design, show the clearances of the overhead structures and utility cables within the right-of-way and pump station site. Collect all traffic markings during the Topographic Survey on a State Road. For existing valves, the elevations of the valve's operation nut must be shown. 2. Below grade utilities such as sanitary sewer manholes and storm sewer structures shall be located, rim elevation or top of the structure elevation, pipeline inverts, material and diameters shall be measured. All sanitary sewer manhole information must be entered into the SURVEY123 application at the time of data collection. Proper training on the use of SURVEY123 will be provided by WASD-ITD to ensure accurate and consistent data entry. Photographs of manholes must be north -oriented before being uploaded into the application. 3. Location of isolated trees with 3-inch diameter trunks or larger; however, where there are thick stands of trees and shrubs within the right-of-way, the tree line will be located, but a detailed tree survey within these areas is not included, since construction will not be proposed within these areas. 4. Take Cross-section elevations at 100-foot intervals along the entire survey route. Cross -sections shall define all grade breaks such as: Page 5 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 a) The centerline of the roadway c) Top of shoulder e) The centerline of swale g) Top of the curb i) Right-of-way line k) Median openings b) Edge of the pavement d) Bottom of shoulder f) Gutter h) Back of the sidewalk j) Low and high points I) Transitions (turn lanes) m) Any abrupt changes in grades immediately beyond the limits of the project. 5. To ensure accurate surface modeling for design purposes, and in addition to the requirements outlined in Item 4 above, survey crews must collect field elevations at the following key locations within roadway intersections: a. Edge of Pavement: Obtain elevations at all curbs return areas along the edge of pavement. A minimum of three elevation points should be collected per return. (Refer to Picture 1.) b. Road Crown (Centerline): Collect additional elevations along the crown (centerline) within the intersection area. A minimum of five elevation points must be obtained along each crown line, including the central point of intersection. (Refer to Picture 1.) c. Transition from Crown to Edge of Pavement and Extended Right -of -Way Lines: Gather additional elevation points along the extended edge of pavement lines and the extended right-of-way lines that continue through the intersection. Each transition line should include at least three elevation points, including one at the crown. (Refer to Picture 1.) Page 6 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ROAD CENTER LINE & I CROW (Tri°,) 1 • 0 • • • • • •--• • • i • a i • I I I i ADDI TIONAL ELEVATIONS PE L//1; ED AT ROADS INTERSECTIONS RIGHT CF WAY UNE (77, ..) %7 OUT OF WAY LANE ?x7NDD (TYP.) / EOCE OF PAVEMENT LIWE X 'E'IOED (rrP) EOCE OF PAVEMENT (TYP,J • Picture 1 5. The surveyor shall coordinate with each utility agency to identify the location of all existing underground utilities in case this information is needed. G. Pump Stations In addition to the Topographic Survey, a Boundary Survey must be performed for the purpose of establishing or re-establishing pump station boundary lines. If the pump station is located within an easement, references of at least two corners of the tract must be shown. The survey shall note any encroachments into adjacent (abutting) properties, noting the legal description of the pump station site, easement(s), and right-of-way abutting the pump station. Flood zone and property folio number information must be shown. A title search for easement must be carried out and the findings must be depicted in the survey plans. If existing pump station, wet well and Page 7of8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 manhole(s) invert elevations must be shown. The lowest elevation of the electrical panel must be shown on the survey. The Surveyor shall follow WASD CAD standards and shall submit to the designer, a Triangulated Irregular Network (TIN) file (if surfaces are required), an AutoCAD drawing file, and a digitally signed 24"x36" PDF file of the survey plans for the project site at 1-inch equals 20-feet or 1-inch equals 40-feet scale as needed for design permitting process purposes by the Engineer of Record (EOR). The designer will prepare preliminary and final designs based on this survey. The design consultant will submit to the MDWASD Project Manager one (1) copy of the final survey. WASD Contact Carlos E. Escalante, P.E., P.S.M. Utility Engineering Pre & Post Utility Design Services Division Miami -Dade Water and Sewer Department E: Carlos.escalante@miamidade.gov P: 786-552-4372 Date: 05/05/2025 Document Last Revision 10/10/2025 Page 8 of 8 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 M IAMMMDED 0011 pRIBBECK Engineering,Inc. Attachment C — Subconsultant Proposals Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 ID Task Name Duration Start Finish Feb I Mar I Apr I May I Jun I Jul I Au0 I Sep I Oct I Nov I Dec 2027 Jan I Feb I Mar I Apr I May 1 ESTIMATED TOTAL PROJECT DURATION 303 days Mon 312126 Wed 4129127 Ilia e • 2 ANTICPATED NOTICE TO PROCEED 1 day Mon 312126 Mon 312126 MN 1011 3 INITIAL CONTRACT SET UP 6 days Mon 312126 Mon 319126 4 Prepare and execute subconsultant agreements 5 days Mon 312126 Fri 316126 5 Prepare and Submit QAIQC Plan 5 days Mon 312126 Fri 316126 6 Kick-off Meeting 1 day Mon 319126 Mon 319126 7 SURVEY 60 days Tue 313126 Mon 5125126 8 Survey field and office work 50 days Tue 313126 Mon 5111126 9 Submit Final Survey (Signed & Sealed) 10 days Tue 5112126 Mon 5125126 10 GEOTECHNICAL EXPLORATION 25 days Tue 3117126 Mon 4120126 11 Review Geotechnical information from City's project 25 days Tue 3117126 Mon 4120126 12 30% DESIGN AND PLANS 76 days Tue 5126126 Tue 919126 1.3 Prepare 30°% Construction Documents 60 days Tue 5126126 Mon 8117126 14 30°% Construction Documents Submittal 1 day Tue 8118126 Tue 8118126 15 30%Review (by MD WASD) 15 days Wed 8119126 Tue 918126 16 60% DESIGN AND PLANS 76 days Tue 9119126 Tue 1211126 17 Prepare 60°% Construction Documents 60 days Tue 8118126 Mon 1119126 18 60°% Construction Documents Submittal 1 day Tue 11110126 Tue 11110126 ♦ 19 60%Review (by MD WASD) 15 days Wed 11111126 Tue 1211126 20 PERMIT PACKAGE SUBMITTAL 96 days Wed 11111126 Wed 3124127 21 Implement 60°% Review Comments (Revise 60°% Construction Documents) 15 days Wed 11111126 Tue 1211126 22 Prepare Permit Applications 10 days Wed 1212126 Tue 12115126 23 Review and Stamp Permit Applications (by MD WASD) 10 days Wed 12116126 Tue 12129126 24 RER DERM Submittal 1 day Wed 12130126 Wed 12130126 25 RER DERM Review/Approval 60 days Thu 12131126 Wed 3124127 26 City of Miami Public Works Submittal 1 day Wed 12130126 Wed 12130126 27 City of Miami Publick Works Review/Approval 60 days Thu 12131126 Wed 3124127 28 DTPW Dry -Run Review Submittal 1 day Wed 12130126 Wed 12130126 29 DTPW Dry -Run Review/Approval 60 days Thu 12131126 Wed 3124127 30 FDOT Permit Submittal 1 day Wed 12130126 Wed 12130126 31 FDOT Permit Approval 60 days Thu 12131126 Wed 3124127 32 100% DESIGN AND PLANS 106 days Wed 1212126 Wed 4129127 33 Prepare 100°% Construction Documents 105 days Wed 1212126 Tue 4127127 1 ♦� 34 100°% Construction Documents Submittal 1 day Wed 4128127 Wed 4128127 35 Design Completion 1 day Wed 4128127 Wed 4128127 1 day Thu 4129127 Thu 4129127 36 Estimated Submit Contract Package Page 1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 M IAMMMDED 0011 pRIBBECK Engineering,Inc. Attachment D — Preliminary Design Schedule Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 pRIBBECK Engineering, Inc. January 19, 2026 Ribbeck Engineering, Inc. 14335 SW 120th Street, Suite 205 Miami, FL 33186 Project: 40-B233804 Truth in Negotiations Certifications of Wage Rates 1. The hourly rates provided below are true and accurate as of January 19, 2026. 2. Professional Services provided by personnel are listed below along with raw hourly rate, position, job responsibility, and category title. 3. Rates listed above are certified as reported by an authorized representative of Ribbeck Engineering, Inc. Hans Ribbeck, PE, MSEM, IMSA II Francis Mitchell, PE, MS, CGC Maher Maaliki, PE Johanna Ribbeck, PE Javier Veliz, El Luis Rodriguez, IMSA I Project Manager Senior Technical Expert Registered Professional Engineer Project Engineer Engineer Designer $86.00 $80.00 $86.00 $84.00 $60.00 $54.00 If you have any questions or need any further information, please do not hesitate to contact me at (305) 383-5909. Respectfully, Carl gs Ribbeck, P.E. I President Ribbeck Engineering, Inc. Ribbeck Engineering, Inc. 114335 SW 120th ST, Suite 205 Miami, Florida 33186 I (305) 383-5909 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 M IAMMMDED 0011 Attachment E — Certified Payrates pRIBBECK Engineering,Inc. Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Ribbeck Engineering, Inc. Project Role Definition Agreement Classification Project Role Senior Technical Expert Responsible for technical decisions and performing final QA/QC for the whole submittal package Project Manager Responsible for the management and delivery of the project, staff, subconsultants, schedule, budget and initial QC (Florida PE) Registered Professional Engineer Leads the pipeline design and specifications, performs QC reviews (Florida PE) Non Registered Technical Staff Prepares the plans and specifications, coordinates with utilities for data collection Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MIAMFpkdE CauNtr pRIBBECK Engineering,Inc. Attachment F — Project Role Definition Forms Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 4 MIAMFCADE0011 pRIBBECK Engineering,Inc. Anticipated Deliverables List Task Task Name No. Deliverables 1.1 Survey Services Final Signed & Sealed Survey (PDF & AutoCAD drawings), Control Point Data and Field notes, List of Verified Underground Utilities 1.2 Geotechnical Investigation Geotechnical services are not included under the scope of work of this project. It is assumed that the Geotechnical data gathered for the drainage improvements under City of Miami Project 40-B233804 will be reused for the WASD plans. 1.3 30% Design 30% Design Plans (PDF & AutoCAD), Draft Table of Contents for Specifications, 30% OPCC (PDF & Excel), 30% Project Schedule Update, Meeting Minutes 1.4 60% Design 60% Design Plans (PDF & AutoCAD), Draft Specifications, 60% OPCC, Updated Project Schedule, Summary of Responses, Workshop Minutes 1.5 Permitting Services Written Responses to Comments, Completed Permit Applications, Permit Tracking Log Update, Approved Permit Sets 1.6 100% Design Final Signed & Sealed Plans (PDF & AutoCAD), Final Specifications Package, Final OPCC, Final Project Schedule Update, Summary of Responses 2.0 Procurement Support Services Pre -Bid Meeting Attendance, Responses to RFIs, Conformed Set of Construction Documents (PDF & AutoCAD), Review and Recommendation for Award Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MIAMFpkdE cauNtr pRIBBECK Engineering,Inc. Attachment G — Anticipated Deliverables List Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 4 MIAMFCADE0011 pRIBBECK Engineering,Inc. Anticipated Deliverables List Task Task Name No. Deliverables 1.1 Survey Services Final Signed & Sealed Survey (PDF & AutoCAD drawings), Control Point Data and Field notes, List of Verified Underground Utilities 1.2 Geotechnical Investigation Geotechnical services are not included under the scope of work of this project. It is assumed that the Geotechnical data gathered for the drainage improvements under City of Miami Project 40-B233804 will be reused for the WASD plans. 1.3 30% Design 30% Design Plans (PDF & AutoCAD), Draft Table of Contents for Specifications, 30% OPCC (PDF & Excel), 30% Project Schedule Update, Meeting Minutes 1.4 60% Design 60% Design Plans (PDF & AutoCAD), Draft Specifications, 60% OPCC, Updated Project Schedule, Summary of Responses, Workshop Minutes 1.5 Permitting Services Written Responses to Comments, Completed Permit Applications, Permit Tracking Log Update, Approved Permit Sets 1.6 100% Design Final Signed & Sealed Plans (PDF & AutoCAD), Final Specifications Package, Final OPCC, Final Project Schedule Update, Summary of Responses 2.0 Procurement Support Services Pre -Bid Meeting Attendance, Responses to RFIs, Conformed Set of Construction Documents (PDF & AutoCAD), Review and Recommendation for Award Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 M IAMMMDED 0011 pRIBBECK Engineering,Inc. Attachment H — Anticipated Drawing List Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 MIAMFpkdE pRIBBECK Engineering,Inc. Anticipated Drawing List Page Sheet No. Title 1 G-00 Cover Page 2 G-01 Key Map (Project Layout) 3 G-02 Drawing Index 4 G-03 General Notes (RER/DERM/WASD/Geotech Notes) 5 G-04 General Notes (DTPW/SFWMD/Tree Protection, OTHER) 6 V-01 Survey and General Notes 7 — 31 V-02 — V26 Survey Plan 32 C-01 Civil Notes & Legend 33 - 57 C-02 — C26 Plan and Profile 58 - 59 C-27 — C-28 Water Service Schedule 60 - 63 C-29 — C-32 Water Main Abandoning Plans Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 "General Decision Number: FL2O26O125 05/18/2026 State: Florida Construction Types: Heavy Counties: Florida Counties of Miami -Dade Modification Number Publication Date 0 01/02/2026 1 05/18/2026 ELECO349-007 09/16/2024 Rates Fringes ELECTRICIAN $ 40.24 14.94 ENGIO487-023 07/01/2023 Rates Fringes OPERATOR: CRANE (CRANES 76 TON TO 129 TON) $ 37.57 14.90 OPERATOR: CRANE (CRANES 130-300 TON) $ 39.38 14.90 OPERATOR: CRANE (ALL CRANES OVER 300 TON, ELECTRIC TOWER, LUFFING BOOM CRANES) $ 40.40 14.90 OPERATOR: CRANE (ALL CRANES 75 TONS AND BELOW) $ 37.07 14.90 ENGIO487-028 07/01/2023 Rates Fringes OPERATOR: OILER $ 27.53 14.90 OPERATOR: LOADER $ 27.00 14.90 OPERATOR: DRILL (DRILL RIG, TRUCK MOUNTED, WATSON CLASS) $ 32.75 14.90 OPERATOR: DRILL (DRILL RIG, TRUCK MOUNTED, STERLING CLASS) $ 27.00 14.90 OPERATOR: BACKHOE $ 27.00 14.90 IRONO272-005 10/01/2024 Rates Fringes IRONWORKER, STRUCTURAL $ 28.84 15.72 LABO1652-004 05/01/2018 Rates Fringes LABORER: GRADE CHECKER $ 22.05 7.27 PAINO365-007 08/01/2025 Rates Fringes PAINTER: BRUSH, ROLLER AND SPRAY $ 27.00 14.78 SUFL2OO9-164 06/24/2009 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Rates Fringes TRUCK DRIVER: OFF THE ROAD TRUCK $ 12.21 1.97 TRUCK DRIVER: LOWBOY TRUCK $ 12.73 0.00 TRUCK DRIVER, INCLUDES DUMP TRUCK $ 9.60 0.00 OPERATOR: TRACTOR $ 10.54 0.00 OPERATOR: TRACKHOE $ 20.92 5.50 OPERATOR: SCRAPER $ 11.00 1.74 OPERATOR: ROLLER $ 10.95 0.00 OPERATOR: MECHANIC $ 14.32 0.00 OPERATOR: GRADER/BLADE $ 16.00 2.84 OPERATOR: EXCAVATOR $ 21.16 1.67 OPERATOR: BULLDOZER $ 14.95 0.81 OPERATOR: BACKHOE LOADER COMBO $ 16.10 2.44 OPERATOR: ASPHALT PAVER $ 11.59 0.00 LABORER: POWER TOOL OPERATOR (HAND HELD DRILLS/SAWS, JACKHAMMER AND POWER SAWS ONLY) $ 10.63 2.20 LABORER: LANDSCAPE $ 7.25 0.00 LABORER: COMMON OR GENERAL $ 13.09 1.26 CEMENT MASON/CONCRETE FINISHER $ 16.61 5.52 CARPENTER, INCLUDES FORM WORK $ 17.00 2.51 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Note: Executive Order 13658 generally applies to contracts subject to the Davis -Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis -Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)). Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate. Union Rate Identifiers A four-letter identifier beginning with characters other than *SU., AUAVGA, *SA., or ,SC, denotes that a union rate was prevailing for that classification in the survey. Example: PLUMO198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate. Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification. Union Average Rate Identifiers The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate. A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based. Survey Rate Identifiers The •SU, identifier indicates that either a single non -union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SUFL2O22-007 6/27/2024. SU indicates the rate is a single non -union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ASUA wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 discretion to update such rates under 29 CFR 1.6(c)(1). State Adopted Rate Identifiers The •SA• identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2O23-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the •SA• identifier took effect under state law in the state from which the rates were adopted. WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter? This can be: a) a survey underlying a wage determination b) an existing published wage determination c) an initial WHD letter setting forth a position on a wage determination matter d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to: Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 200 Constitution Avenue, N.W. Washington, DC 20210. END OF GENERAL DECISION Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Honorable City of Miami Commissioners DATE: December 8, 2025 and Honorable Mayor of the City of Miami Arthur Noriega V City Manager CDocuSigned by: Ne.1444ed44404-W11.40$4 84B700975DEA41 B... SUBJECT: Report of Evaluation Committee for RFQ No. 24-25-003 Engineering Services for Flood Mitigation Improvements — D3 and D5 — Project Nos. 40-B233804 and 40-B233814 ENCLOSURES: Report of Evaluation Committee In accordance with Section 18-87 (i) of the City of Miami Code, attached please find the Report of the Evaluation Committee for subject solicitation. AP: ms c: Natasha Colebrook -Williams, Deputy City Manager Asael "Ace" Marrero, AIA, Assistant City Manager/Chief of Infrastructure Barbara Hernandez, MPA, Assistant City Manager/Chief of Operations Erica T. Paschal Darling, CPA, Assistant City Manager/Chief Financial Officer Thomas M. Fossler, Assistant City Attorney Juvenal Santana, PE, CFM, Director, Department of Resilience and Public Works Annie Perez, CPPO, Director/Chief Procurement Officer, Procurement Fernando V. Ponassi, MA Arch., MA PPA, LEED°AP, Assistant Director, Procurement P R25011 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 TO: CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Arthur Noriega V City Manager FROM: Annie Perez, CPPO Director/Chief Procurement Officer Department of Procurement —Docusigned by: 89540EB73CAC468... DATE: December 8, 2025 SUBJECT: Report of Evaluation Committee for Request for Qualifications (RFQ) No. 24-25- 003 Engineering Services for Flood Mitigation Improvements — D3 and D5 — Project Nos. 40- B233804 and 40-B233814 REFERENCES: RFQ No. 24-25-003 ENCLOSURES: Tabulation, Evaluation Committee Score Sheets, Evaluation Committee Appointment Memorandum, and Response Security List BACKGROUND On June 4, 2025, the City of Miami ("City") Department of Procurement ("Procurement") issued RFQ No. 24-25-003 for the provision of Engineering Services for Flood Mitigation Improvements ("Project"), on behalf of the Department of Resilience and Public Works ("RPW'). On July 15, 2025, Procurement received fifteen (15) proposals in response to this solicitation. Subsequently, the proposals were reviewed by Procurement staff, and upon completion of their due diligence effort, seven (7) proposals were found non -responsive, but the remaining eight (8) proposals were deemed responsive and responsible in accordance with the minimum qualifications and experience requirements of the RFQ. SUMMARY OF EVALUATION While governed by Florida Statutes Section 287.055, a typical selection of professional services Consultants may be comprised of two (2) steps: Step 1, "Evaluation of Qualifications and Experience," and Step 2, "Evaluation of Technical Proposals/Oral Presentations." On October 20, 2025, an Evaluation Committee ("Committee") appointed by the City Manager, met to complete the Step 1 evaluation of the eight (8) responsive and responsible proposals, following the guidelines stipulated in the solicitation. Accordingly, the proposals were evaluated pursuant to the six (6) evaluation criteria listed below: Evaluation Criteria Step 1 Maximum Points (Per Committee Member) 1. Proposer's Qualifications and Experience 2. Project Manager's Qualifications and Experience 3. Roadway Engineer, Stormwater Engineer, and Mechanical, Electrical, and Plumbing Engineer's Qualifications and Experience 4 Team Members' Qualifications and Experience 5. Design Philosophy and Process/Technical Capabilities and Approach 6. Amount of Work Awarded by the City 30 20 20 15 10 5 Total Points Per Committee Member 100 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Page 2, RFQ 24-25-003 Engineering Services for Flood Mitigation Improvements — D3 and D5 Arthur Noriega V, City Manager Due to the potential utilization of non -local funding sources to compensate the selected consultants under contracts, the standard fifteen percent (15%) participation of Small Business Enterprise ("SBE") firms was not applicable. Furthermore, Procurement staff assigned scores for Criterion 6, "Amount of Work Awarded by the City," based on the amount of work awarded by the City of Miami within the previous three (3) years from the Proposal Submission Due Date of July 15, 2025. The individual scores per team under this criterion are indicated in parenthesis next to the total awarded points shown below. The final scores were as follows: Proposing Firms Awarded Points (Maximum 500 Points) 1. Ribbeck Engineering Inc. 2. Stantec Consulting Services Inc. 3. AECOM Technical Services, Inc. 4. HDR Engineering, Inc. 5. Tetra Tech, Inc. 6. Kimley-Horn and Associates, Inc. 7. BCC Engineering, LLC 8. GHD Services, Inc. 438 (2) 428 (3) 427 (1) 427 (3) 426 (2) 424 (2) 417 (2) 397 (2) The Committee decided to hold Step 2 proceedings with the four (4) top ranked firms. On October 24, 2025, Step 2 invitation letters were sent to the four (4) top ranked firms for the Step 2 evaluation meeting. On November 4, 2025, the Committee met to evaluate the Step 2 Oral Presentations pursuant to the three (3) evaluation criteria listed below: Evaluation Criteria Step 2 Maximum Points (Per Committee Member) 1B. Knowledge of Project Scope and Potential Assignments: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options 2B. Management Team's Prior Experience: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members 3B. Ability to Provide Required Services within Established Timelines: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives 35 35 30 Total Points Per Committee Member 100 Step 1 scores did not carry over to Step 2 Proceedings. The final scores for Step 2 were as follows: Proposing Firms Awarded Points (Maximum 500 Points) 1. Ribbeck Engineering Inc.. 2. AECOM Technical Services, Inc. 3. HDR Engineering, Inc. 4. Stantec Consulting Services Inc. 475 472 461 446 PR25012 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Page 3, RFQ 24-25-003 Engineering Services for Flood Mitigation Improvements — D3 and D5 Arthur Noriega V, City Manager The Committee voted unanimously to recommend to the City Manager that negotiations of professional services agreements ("PSAs") be initiated with the two (2) highest ranked firms, at the sole discretion of the City. The tabulations and individual Committee Members' score sheets for the Step 1 and Step 2 proceedings are attached as supporting documentation. Consensus Statement The two (2) highest ranked firms, Ribbeck Engineering Inc. ("Ribbeck") and AECOM Technical Services, Inc. ("AECOM"), received a total of 475 and 472 out of a maximum of 500 points, respectively. The Committee determined that the firms assembled teams of engineering professionals distinctly qualified to provide comprehensive services for the Projects. The Committee discussed the experience and structure of both firms proposed multi -disciplined team. The firms proposed substantial resumes of engineering professionals, in addition to proposing teams of subconsultants to support engineering needs. The firms have demonstrated substantial experience with engineering projects. Additionally, the Oral Presentation and Questions and Answers Session demonstrated a thorough understanding of the City's vision. After deliberation, the Committee members agreed that the two (2) highest ranked firms, Ribbeck and AECOM presented proposals comprehensively suited to meet the needs of the City for the Project. Recommendation The Committee hereby requests authorization for Procurement, in collaboration with the nominated Negotiations Committee, Ms. Clara Sidan and Messrs. Giraldo Marquez and Javier Romero from RPW, to commence negotiations of PSAs with the two (2) highest ranked firms, Ribbeck and AECOM, for the provision of professional engineering services for flood mitigation improvements. Should negotiations with any of the firms fail, the Committee hereby requests permission to commence negotiations with the third and fourth high -ranked firms, until PSAs are successfully negotiated, and subsequently awarded. —DocuSigned by: Nam Cde4w4-14;.¢.4 Approved'—84B700975DEA41B Arthur Noriega V, City Manager Date: December 22, 2025 112:00:30 EST c: Natasha Colebrook -Williams, Deputy City Manager Asael "Ace" Marrero, AIA, Assistant City Manager/Chief of Infrastructure Barbara Hernandez, MPA, Assistant City Manager/Chief of Operations Erica T. Paschal Darling, CPA, Assistant City Manager/Chief Financial Officer Thomas M. Fossler, Assistant City Attorney, Office of the City Attorney Juvenal Santana, PE, CFM, Director, Department of Resilience and Public Works Annie Perez, CPPO, Director/Chief Procurement Officer, Procurement Fernando V. Ponassi, MA Arch., MA PPA, LEED AP, Assistant Director, Procurement PR25012 Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 STEP 1: EVALUATION COMMITTEE MEETING Monday, October 20, 2025 Department of Procurement Request for Qualifications (RFQ) No. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 & D5 Arthur Noriega, V, City Manager Annie Perez, CPPO, Director of Procurement Juvenal Santana, PE, CFM, Director, RPW EVALUATION COMMITTEE MEMBERS SUB -TOTAL QUALITATIVE SCORES TOTAL QUALITATIVE SCORES QUALITATIVE RANKING FIVE BONUS POINTS - SBE PARTICIPATION - APPLICABLE (CITY OF MIAMI SBEs) TOTAL SCORES (WITH BONUS POINTS) FINAL RANK Clara Sidan, PE, Assistant Director, Department of Resilience and Public Works, City of Miami Giraldo Marquez, PE, Chief Project Manager, Department of Resilience and Public Works, City of Miami Javier Romero, Project Manager, Department of Resilience and Public Works, City of Miami Timothy Ostemberg, Resilience Programs Manager, Office of Resilience and Sustainability Jake Ozyman, PE, PMP, Public Works & Transportation Director, City of Aventura TABULATION SHEET RFQ No. 24-25-003 NAME OF FIRM(S) 1 Ribbeck Engineering Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 30 28 28 27 28 141 2A - Project Manager's Qualifications and Experience (Max. 20 points) 20 18 19 16 15 88 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and 19 18 19 16 15 87 Experience (Max. 20 points) 4A - Team Members' Qualifications and Experience (Max. 15 points) 14 14 14 13 13 68 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 10 8 9 8 9 44 6A - Amount of Work Awarded by the City (Max. 5 points) 2 2 2 2 2 10 Qualitative Scores 95 88 91 82 82 438 1 0 438 1 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 2 Stantec Consulting Services Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 26 27 27 27 29 136 2A - Project Manager's Qualifications and Experience (Max. 20 points) 17 17 19 17 18 88 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and 17 18 17 16 20 88 Experience (Max. 20 points) 4A - Team Members' Qualifications and Experience (Max. 15 points) 13 13 13 12 13 64 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 8 7 7 6 9 37 6A - Amount of Work Awarded by the City (Max. 5 points) 3 3 3 3 3 15 Qualitative Scores 84 85 86 81 92 428 2 0 428 2 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 3 AECOM Technical Services, Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 29 28 29 25 29 140 2A - Project Manager's Qualifications and Experience (Max. 20 points) 19 18 19 16 20 92 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and 17 18 18 16 20 89 Experience (Max. 20 points) 4A - Team Members' Qualifications and Experience (Max. 15 points) 13 13 14 12 13 65 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 7 8 7 5 9 36 6A - Amount of Work Awarded by the City (Max. 5 points) 1 1 1 1 1 5 Qualitative Scores 86 86 88 75 92 427 3 0 427 3 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 NAME OF FIRM(S) 4 HDR Engineering, Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 29 26 29 24 28 136 2A - Project Manager's Qualifications and Experience (Max. 20 points) 20 18 19 15 17 89 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience (Max. 20 points) 17 17 18 16 17 85 4A - Team Members' Qualifications and Experience (Max. 15 points) 13 12 14 12 12 63 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 9 7 9 6 8 39 6A - Amount of Work Awarded by the City (Max. 5 points) 3 3 3 3 3 15 Qualitative Scores 91 83 92 76 85 427 3 0 427 4 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 5 Tetra Tech, Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 26 28 28 26 29 137 2A - Project Manager's Qualifications and Experience (Max. 20 points) 18 18 18 16 19 89 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience (Max. 20 points) 17 18 17 16 18 86 4A - Team Members' Qualifications and Experience (Max. 15 points) 12 14 13 13 13 65 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 7 8 7 8 9 39 6A - Amount of Work Awarded by the City (Max. 5 points) 2 2 2 2 2 10 Qualitative Scores 82 88 85 81 90 426 2 0 426 5 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 6 Kimley-Horn and Associates, Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 28 26 27 27 28 136 2A - Project Manager's Qualifications and Experience (Max. 20 points) 19 18 18 15 17 87 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience (Max. 20 points) 18 17 18 16 17 86 4A - Team Members' Qualifications and Experience (Max. 15 points) 14 12 13 12 13 64 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 9 7 8 8 9 41 6A - Amount of Work Awarded by the City (Max. 5 points) 2 2 2 2 2 10 Qualitative Scores 90 82 86 80 86 424 2 0 424 6 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 7 BCC Engineering, LLC 1A - Proposer's Qualifications and Experience (Max. 30 points) 28 27 28 25 26 134 2A - Project Manager's Qualifications and Experience (Max. 20 points) 18 18 18 16 16 86 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience (Max. 20 points) 18 17 17 16 16 84 4A - Team Members' Qualifications and Experience (Max. 15 points) 13 12 13 12 12 62 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 9 8 9 7 8 41 6A - Amount of Work Awarded by the City (Max. 5 points) 2 2 2 2 2 10 Qualitative Scores 88 84 87 78 80 417 2 0 417 7 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. 8 GHD Services Inc. 1A - Proposer's Qualifications and Experience (Max. 30 points) 26 27 26 23 27 129 2A - Project Manager's Qualifications and Experience (Max. 20 points) 16 18 18 15 15 82 3A - Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience (Max. 20 points) 17 17 17 16 15 82 4A - Team Members' Qualifications and Experience (Max. 15 points) 12 12 13 10 10 57 5A - Design Philosophy and Process/Technical Capabilities and Approach (Max. 10 points) 7 8 7 7 8 37 6A - Amount of Work Awarded by the City (Max. 5 points) 2 2 2 2 2 10 Qualitative Scores 80 84 83 73 77 397 2 0 397 8 Tie Breakers = Sub -Total Qualitative Points for 1A, 2A, 3A, 4A, 5A, and 6A in that order. £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PROPOSALS STEP 1 Javier Romero, Project Manager, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Proposer's Qualifications and Experience Project Manager's Qualifications and Experience Roadway Engineer, Stormwater Engineer. and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience Team Members' Qualifications and Experience Design Philosophy and Process/Technical Capabilities and Approach Amount of Work Awarded by the City TOTAL POINTS SIGNATURE: Maximum Points 20 20 15 10 5 100 PRINT NAME: r—V4,04 £d 5= iI , C, r `- O AECOM Technical Services, Inc, BCC Engineering, LLC /0 (7 q 2 GHD Services Inc. l�7 7 Kirnley-Horn and Associates, Inc. 27 Rlbbeck Engineering Inc. Cl Stantec Consulting Services Inc. Tetra Tech, Inc. 27 .20 L e, /7 7 /3 !-3 of £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - 03 and D5 EVALUATION OF PROPOSALS STEP 1 Jake Ozyman, PE, PMP, Public Works & Transportation Director, City of Aventura EVALUATION CRITERIA Proposer's Qualifications and Experience Project Manager's Qualifications and Experience Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience Team Members' Qualifications and Experience Design Philosophy and ProcessfTechnical Capabilities and Approach Maximum Points 30 AECOM Technical Services, Inc. BCC Engineering, LLC GI -ID Services Inc. HDR Engineering, Inc, Kimley-Horn and Associates, Inc. Ribbeck Engineering Inc. '.r Stantec Consulting Services Inc. Tetra Tech, Inc. 7. 20 20 15 10 i� -71 Amount of Work Awarded by the City TOTAL POINTS 5 100 1 2 3 2 SIGNATURE: PRINT NAME: 3 2 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25.003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PROPOSALS STEP 1 Timothy Ostemberg, Resilience Programs Manager, Office of Resilience and Sustainability, City of Miami EVALUATION CRITERIA Maximum Points AECOM Technical Services, Ine. BCC Engineering, LLC GHD Services Inc. HDR Engineering, Inc. Proposers Qualifications and Experience Project Manager's Qualifications and Experience Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineer's Qualifications and Experience Team Members' Qualifications and Experience Design Philosophy and Process/Technical Capabilities and Approach Amount of Work Awarded by the City TOTAL POINTS 30 20 20 15 10 5 1 J _ 100 1 3 u� 57 Kimley-H otn and Associates, Inc. Ribbeck Engineering Inc. Stantec Consulting Services Inc. Tetra Tech, Inc. tr 3 IR:- a t, 3 2 2 3 +(a. fa tl 13 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PROPOSALS STEP 1 Giraldo Marquez, PE, Chief Project Manager, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Maximum points AECOM Technical Services, Inc. BCC Engineering, LLC GHD Services Inc. HDR Engineering, Inc. Kimley-Morn and associates, Inc Ribbeck Engineering Inc. Stantec Consulting Services Inc. Tetra Tech, Inc. Proposer's Qualifications and Experience 30 2C,r 7 1 rj % �f,' -ti {j' Project Manager's Qualifications and Experience 20 `� I ` } ll \ } i 7 l i + g Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical ,and Plumbing Engineer's Qualifications and Experience 20 l ! � 1 \ i 'I j 11 } 1 7SJ Team Members' Qualifications and Experience 15 i k 2 1' 'l.. �r` 0- � 13 Design Philosophy and Process/Technical Capabilities and Approach 10 7 Amount of Work Awarded by the City 5 1 2 2 3 2 2 3 TOTAL POINTS 100 3 Q` , S' 5 �}2�r - i SIGNATURE: PRINT NAME: Lit (Ct(ao "66:- f r.f f/ 'L' £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ. NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PROPOSALS STEP 1 Clara Sidan, PE, Assistant Director, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Maximum Points AECOM Technical Services. Inc. BCC En neerin g ig LLC GH❑Services Inc' HER Engineering, g` 9 Inc.Associates, Kirnley-Horn and Inc. Ribbeck ging En eerin Inc. Stantec ConsultingTetra Services Inc. Tech, Inc. Proposers Qualifications and Experience 30 l} 9 �,S "29 '�:0 30 r Project Manager's Qualifications and Experience 20 1 ra l I ! / I �'% rci l 1 7 ! r8 (f� Roadway Engineer, Stormwater Engineer, and Mechanical , Electrical , and Plumbing Engineers Qualifications and Experience 20 1 r} 1 r i �} `Q ri ��] l 1 Q a[] j� j' J l Team Members' Qualifications and Experience 15 13 13 v r, I S r LI 13 J 2 Design Philosophy and Process/Technical Capabilities and Approach 10 1 9 1 q 9 _ I 6 �"j I Amount of Work Awarded by the City 5 1 2 2 3 2 2 3 2 TOTAL POINTS 1' . f2 100 06 IC1 56 I [ + 9 a 95 54 0:7 SIGNATURE: PRINT NAME: ,. £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 STEP 2: EVALUATION COMMITTEE MEETING Tuesday, November 4, 2025 Department of Procurement Request for Qualifications (RFQ) No. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 & D5 Arthur Noriega, V, City Manager Annie Perez, CPPO, Director of Procurement Juvenal Santana, PE, CFM, Director, RPW EVALUATION COMMITTEE MEMBERS SUB -TOTAL QUALITATIVE SCORES TOTAL QUALITATIVE SCORES QUALITATIVE RANKING FIVE BONUS POINTS - SBE PARTICIPATION - APPLICABLE (CITY OF MIAMI SBEs) TOTAL SCORES (WITH BONUS POINTS) FINAL RANK Clara Sidan, PE, Assistant Director, Department of Resilience and Public Works, City of Miami Giraldo Marquez, PE, Chief Project Manager, Department of Resilience and Public Works, City of Miami Javier Romero, Project Manager, Department of Resilience and Public Works, City of Miami Timothy Ostemberg, Resilience Programs Manager, Office of Resilience and Sustainability Jake Ozyman, PE, PMP, Public Works & Transportation Director, City of Aventura TABULATION SHEET RFQ No. 24-25-003 NAME OF FIRM(S) 1 Ribbeck Engineering Inc. 1 B - Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options (Max. 35 points) 34 35 34 33 33 169 2B - Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar 34 33 34 35 31 Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between 167 Team Members (Max. 35 points) 3B - Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and 29 26 28 29 27 Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and 139 Objectives (Max. 30 points) Qualitative Scores 97 94 96 97 91 475 1 0 475 1 Tie Breakers = Sub -Total Qualitative Points for 1 B, 2B, and 3B in that order. 2 AECOM Technical Services, Inc. 1 B - Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options (Max. 35 points) 30 34 33 32 35 164 2B - Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar 30 34 34 33 35 Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between 166 Team Members (Max. 35 points) 3B - Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and 29 27 28 28 30 Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and 142 Objectives (Max. 30 points) Qualitative Scores 89 95 95 93 100 472 2 0 472 2 Tie Breakers = Sub -Total Qualitative Points for 1 B, 2B, and 3B in that order. 3 HDR Engineering, Inc. 1 B - Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options (Max. 35 points) 32 33 33 34 30 162 2B - Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar 32 33 33 35 30 Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between 163 Team Members (Max. 35 points) 3B - Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and 27 27 28 29 25 Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and 136 Objectives (Max. 30 points) Qualitative Scores 91 93 94 98 85 461 3 0 461 3 Tie Breakers = Sub -Total Qualitative Points for 1 B, 2B, and 3B in that order. £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 NAME OF FIRM(S) 4 Stantec Consulting Services Inc. 1 B - Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options (Max. 35 points) 2B - Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members (Max. 35 points) 3B - Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives (Max. 30 points) Qualitative Scores Tie Breakers = Sub -Total Qualitative Points for 1 B, 2B, and 3B in that order. 30 30 27 87 32 32 27 91 32 32 27 91 31 33 27 91 30 31 25 86 155 158 133 446 4 0 446 4 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PRESENTATIONS STEP 2 Clara Sidan, PE, Assistant Director, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives TOTAL POINTS SIGNATURE: PRINT NAME: a ra S jet yi Maximum Points 35 35 30 100 Ribbeck Engineering Inc. Stantec Consulting Services Inc. J 21 AECOM Technical Services Inc. o £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PRESENTATIONS STEP 2 Giraldo Marquez, PE, Chief Project Manager, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to ChangeslDeveloping Strategies, and Validating Scope and Alternative Options Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives TOTAL POINTS Maximum Points 35 35 30 100 Ribbeck Engineering Inc. Stantec Consulting Services Inc. 91 AECOM Technical Services Inc. 75 HDR Engineering, Inc. 73 SIGNATURE: PRINT NAME: rot Cl cL7 Mi f e 2 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PRESENTATIONS STEP 2 Javier Romero, Project Manager, Department of Resilience and Public Works, City of Miami EVALUATION CRITERIA Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options Management Team's Prior Experience Main discussion topics: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives TOTAL POINTS SIGNATURE: PRINT NAME: Maximum Points 35 35 30 1 00 Ribbeck Engineering Inc. Stantec Consulting Services Inc. 1/ AECOM Technical Services, Inc.. HDR Engineering, Inc. 33 ze 11 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFQ NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 and D5 EVALUATION OF PRESENTATIONS STEP 2 Timothy Ostemberg, Resilience Programs Manager, Office of Resilience and Sustainability, City of Miami EVALUATION CRITERIA Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options Management Team's Prior Experience - Main discussion topics: Independent Previous Experience on Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives TOTAL POINTS SIGNATURE: PRINT NAME: tki '1 L 1 J fi Maximum Points 35 35 30 100 1/ Ribbeck Engineering Inc. 5- 9 Stantec Consulting Services Inc. '1 AECOM Technical Services. Inc. HDR Engineering, Inc. 35 £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: FB486A1 D-7F9F-47B4-9A08-2BE51 E9D1182 RFC NO. 24-25-003 Engineering Services for Flood Mitigation Improvements - EVALUATION OF PRESENTATIONS STEP 2 Jake Ozyman, PE, PMP, Public Works & Transportation Director, D3 and D5 City of Aventura EVALUATION CRITERIA Knowledge of Project Scope and Potential Assignments - Main discussion topics: Approach to Project, Adapting to Changes/Developing Strategies, and Validating Scope and Alternative Options Management Team's Prior Experience - Main discussion topics: Independent Previous Experience an Similar Projects, Previous Experience Working with Proposed Team Members, and Coordination and Communication between Team Members Ability to Provide Required Services within Established Timelines - Main discussion topics: Budgeting and Program Support Services Plan, Scheduling Practices, and Alignment of Project Activities with City's Goals and Objectives TOTAL POINTS Maximum Points 35 35 30 100 Ribbeck Engineering Inc. el I Stantec Consulting Services Inc. AECOM Technical Services Inc. l{DR Engineering, Inc_ SIGNATURE: PRINT NAME: £ZZdL8ZZ08Ld-04Z8-0668-406L-0176L£Odb:a1 adolanu3 u6lsnooa Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Arthur Noriega V City Manager Annie Perez, CPPO Director/Chief Procurement Officer Department of Procurement . —Do 'Signed by: r- - 1CFA23O1 DA754FF... DATE: August 1, 2025 SUBJECT: Appointment of Evaluation Committee for Request for Qualifications ("RFQ") No. 24-25-003 Engineering Services for Flood Mitigation Improvements — D3 and D5, Project Nos. 40-B233804 and 40-B233814 REFERENCES: RFQ No. 24-25-003 The Procurement Department ("Procurement"), on behalf of the Department of Resilience and Public Works ("RPW"), issued RFQ No. 24-25-003 on June 4, 2025, for Engineering Services for Flood Mitigation Improvements - D3 and D5, Project Nos. 40-B233804 and 40-B233814. It is respectfully requested that you approve the appointment of the following individuals to serve as members of the Committee to evaluate and score proposals received on July 15, 2025. Each proposed member has the requisite knowledge and experience to evaluate the proposals pursuant to the RFQ. These projects are on the approved Economic Stimulus Awards and Agreements list, therefore they do not require a majority of external members. Chairperson (non -voting) Max Sagesse, Sr. Procurement Contracting Officer, Procurement, City of Miami ("COM") City of Miami Committee Members (voting) Clara Sidan, PE, Assistant Director, RPW, COM Giraldo Marquez, PE, Chief Project Manager, RPW, COM Javier Romero, Project Manager, RPW, COM Timothy Ostemberg, Resilience Programs Manager, Office of Resilience and Sustainability, COM External Committee Member (voting) Jake Ozyman, PE, PMP, Public Works & Transportation Director, City of Aventura Alternate Committee Members Fabiola Dubuisson, Senior Project Manager, RPW, COM Humberto Gomez, PE, CPM, Assistant Director, RPW, COM APPROVED: Doc uSig ned by: Arthur Noriega V, City Manager August 8, 2025 112:49:34 EDT Date c: Natasha Colebrook -Williams, Deputy City Manager Asael "Ace" Marrero, AIA, Assistant City Manager/Chief of Infrastructure Larry M. Spring, Jr., CPA, Assistant City Manager/Chief Financial Officer Thomas M. Fossler, Assistant City Attorney, Office of the City Attorney Juvenal Santana, PE, CFM, Director, RPW Fernando V. Ponassi, MA Arch., MA PPA, LEED®AP, Assistant Director, Procurement PR24367 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Solicitations List 24-25-003 - Engineering Jervlces for rioou Ivliti aLion irnprovelrlerns Bid Results O / Expand All Collapse All I® Organization Name Org. Number Submission Type ® > AECOM Technical Services, Inc. 642520 Electronic O> Ardurra Group, Inc. 2311722 Electronic O> B Engineering, LL 1970579 Electronic 6 > Civil Works Inc. 2886580 Electronic 0 > Craig A. Smith & Associates 2750682 Electronic > EXP Services Inc. 2886578 Electronic > GHD 2808097 Electronic > Graef-USA Inc. 1067102 Electronic > HBC Engineering Company 2750981 Electronic > HDR Engineering, Inc. 2785268 Electronic > lUr dey-Horn and Associates 641535 Electronic > Ribbeck Engineering, Inc. 2776718 Electronic > Stantec Consulting Services Inc. 1029574 Electronic > Tetra Tech 642134 Electronic > WSP USA Inc. 641930 Electronic Cancel Terms & Conditions 1 Privacy Policy 1 Accessibility Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 AC o® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/16/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Collinsworth Ins & Risk Mgmt Services In P.O. Box 661628 Miami Springs FL 33266 CONTACT NAME: Erinn E Collinsworth PHONE FAX (A/C,No,Ext): (786) 930-4795 (A/C,No): (786) 930-4794 E-MAIL ADDRESS: erinn@collinsworthinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: The Phoenix Insurance Company 25623 INSURED Ribbeck Engineering Inc. 14335 SW 120th St. Suite #205 Miami FL 33186 (305) 319-1397 INSURER B: Travelers Ind Co of Amer 25666 INSURER C: Travelers Property Casualty of A 25674 INSURER D: Travelers Cas & Surety Co 19038 INSURER E:RLI Insurance Co. 13056 INSURERF: COVERAGES ZG CERTIFICATE NUMBER: Cert ID 19356 (163) REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 680-3K295795 03/25/2026 03/25/2027 EACH OCCURRENCE $ 1, 000, 000 CLAIMS -MADE X OCCUR DAMAGE RENTED PREMSESO(Ea occurrence) $ 1,000,000 MED EXP (Any one person) $ 5, 000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE X LIMIT APPLIES JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 $ B AUTOMOBILE x X LIABILITY ANY AUTO OWNED X SCHEDULED AUTOS NON -OWNED AUTOS ONLY Y Y BA-5R009756 03/25/2026 03/25/2027 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILYINJURY(Perperson) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLALIAB EXCESS LIAB X O OCCUR CLAIMS -MADE CUP-5W657795 03/25/2026 03/25/2027 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED X RETENTION $ 10, 000 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N N/A Y UB-6K431115 03/25/2026 03/25/2027 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1, 000, 000 E.L. DISEASE - EA EMPLOYEE $ 1, 000, 000 E.L. DISEASE - POLICY LIMIT $ 1, 000, 000 E Professional Liability RDP0061815 Claims -Made Basis 03/25/2026 03/25/2027 Each Occurrence Policy Aggregate $ 2,000,000 $ 4,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Engineering Services for Flood Mitigation Improvements - D3 - Project No. 40-B233804 Retroactive Date for Professional Liability is 3/11/2008 When required by written contract, City of Miami is listed as additional insured, excluding professional services, on the General & Auto Liability; General Liability is primary and non-contributory, Auto Liability is primary. Policies provide a Waiver of Subrogation in favor of the additional insured. Issuing companies provide 30 day written notice of cancellation; 10 days for non-payment of premium. CERTIFICATE HOLDER CANCELLATION City of Miami 444 SW 2nd Ave. Miami FL 33130 - 8th FL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE '& lid' ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 1 of 1 Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 Outlook RE: RFQ No. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 - Project Nos. 40-B233804 East Little Havana From Gomez Jr., Francisco (Frank) <FGomez@miamigov.com> Date Tue 6/23/2026 3:02 PM To Sagesse, Max <msagesse@miamigov.com>; Quevedo, Terry <TQuevedo@miamigov.com> Cc Caseres, Luis <Lcaseres@miamigov.com>; Sidan, Clara <CSidan@miamigov.com> Hello Max, Per our conversation, Risk has no objections to execution of the agreement with the understanding additional PL limits will follow. Thanks, Frank Gomez, PIAM, CPU I Property & Casualty Manager City of Miami Risk Management 14 N.E. 1st Avenue 2nd Floor Miami, Florida 33132 (3o5) 416-174o Office (305) 416-176o Fax fgomez@miamigov.com From: Sagesse, Max <msagesse@miamigov.com> Sent: Tuesday, June 23, 2026 2:47 PM To: Gomez Jr., Francisco (Frank) <FGomez@miamigov.com>; Quevedo, Terry <TQuevedo@miamigov.com> Cc: Caseres, Luis <Lcaseres@miamigov.com>; Sidan, Clara <CSidan@miamigov.com> Subject: Re: RFQ No. 24-25-003 Engineering Services for Flood Mitigation Improvements - D3 - Project Nos. 40- B233804 East Little Havana Hello Frank, Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 DIVISION OF CORPORATIONS Department of State Div iul; of pD P A'rrroi w+ UM( Slate n/ Fb.ritl_ri sl,b iu / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Florida Profit Corporation RIBBECK ENGINEERING INC. Filing Information Document Number P07000041820 FEI/EIN Number 26-0460404 Date Filed 04/03/2007 Effective Date 04/03/2007 State FL Status ACTIVE Principal Address 14335 SW 120TH STREET SUITE 205 MIAMI, FL 33186 Mailing Address 14335 SW 120TH STREET SUITE 205 MIAMI, FL 33186 gistered Agent Name & Address RIBBECK, CARLOS F 4420 SW 149TH COURT MIAMI, FL 33185 Officer/Director Detail Name & Address Title PRES RIBBECK, CARLOS F 4420 SW 149TH COURT MIAMI, FL 33185 Title TREA RIBBECK, CARLOS F 4420 SW 149TH COURT MIAMI, FL 33185 Title SEC Docusign Envelope ID: 4FC37140-790D-8990-82D0-A7B02287F223 RIBBECK, CARLOS F 4420 SW 149TH COURT MIAMI, FL 33185 Annual Reports Report Year Filed Date 2023 01/18/2023 2024 02/07/2024 2025 01/29/2025 Document Images 01 /29/2025 --ANNUAL REPORT 02/07/2024 --ANNUAL REPORT 01 /18/2023 --ANNUAL REPORT 02/14/2022 --ANNUAL REPORT 01/14/2021 --ANNUAL REPORT 01 /08/2020 --ANNUAL REPORT 03/06/2019 --ANNUAL REPORT 03/15/2018 --ANNUAL REPORT 02/09/2017 --ANNUAL REPORT 03/02/2016 --ANNUAL REPORT 01 /10/2015 --ANNUAL REPORT 04/21 /2014 --ANNUAL REPORT 04/18/2013 -- AMENDED ANNUAL REPORT 04/16/2013 --ANNUAL REPORT 02/20/2012 --ANNUAL REPORT 02/23/2011 --ANNUAL REPORT 02/25/2010 --ANNUAL REPORT 04/01/2009 --ANNUAL REPORT 04/30/2008 --ANNUAL REPORT 04/03/2007 -- Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations 0 docusign.. Certificate Of Completion Envelope Id: 4FC37140-790D-8990-82D0-A7B02287F223 Subject: RFQ 24-25-003 - Engineering Services for Flood Mitigation Improvements Source Envelope: Document Pages: 335 Signatures: 13 Certificate Pages: 7 Initials: 1 AutoNav: Enabled Stamps: 1 Envelopeld Stamping: Enabled Time Zone: (UTC-05:00) Eastern Time (US & Canada) Status: Completed Envelope Originator: Luis Caseres 444 SW 2ND AVE, 5th Floor Miami, FL 33130 Icaseres@miamigov.com IP Address: 149.19.41.27 Record Tracking Status: Original 6/30/2026 3:24:52 PM Security Appliance Status: Connected Holder: Luis Caseres Icaseres@miamigov.com Pool: FedRamp Location: DocuSign Signer Events Signature Timestamp Luis Caseres Icaseres@miamigov.com Construction Procurement Assistant Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Fernando Ponassi fponassi@miamigov.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 6/22/2023 10:29:55 AM ID:9680a065-18d6-429a-94be-ba887abead91 Annie Perez annieperez@miamigov.com Director Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Terry Quevedo Tquevedo@miamigov.com Signing Group: Risk Management Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 11/21/2024 1:23:59 AM ID:ae135372-bd33-4324-aac1-955cf822dfa3 Completed Using IPAddress: 149.19.49.124 Completed Using IPAddress: 138.43.105.186 ,-DocuSigned by: '-89540EB73CAC468... Signature Adoption: Pre -selected Style Using IPAddress: 138.43.105.128 CDocuSigned by: t- 95F25 Signature Adoption: Pre -selected Style Using IPAddress: 138.43.105.186 Sent: 6/30/2026 4:02:54 PM Viewed: 6/30/2026 4:03:03 PM Signed: 6/30/2026 4:03:16 PM Sent: 6/30/2026 4:03:20 PM Viewed: 6/30/2026 4:03:58 PM Signed: 6/30/2026 4:08:03 PM Sent: 6/30/2026 4:08:07 PM Viewed: 6/30/2026 4:21:29 PM Signed: 6/30/2026 4:21:40 PM Sent: 6/30/2026 4:21:44 PM Viewed: 7/1/2026 6:28:50 AM Signed: 7/1/2026 6:29:54 AM Signer Events Signature Timestamp Lai -Wan McGinnis Imcginnis@miamigov.com Capital Budget Administrator Signing Group: Capital Projects — Budget Review Group Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Marie Gouin mgouin@miamigov.com Director, Office of Management and Budget Signing Group: Capital Projects - Budget Approver Group Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Thomas Fossler TFossler@miamigov.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 6/22/2023 10:02:03 AM ID: c72286bf-c560-4354-92fe-f3e9e87f357f George K Wysong III gwysong@miamigov.com City Attorney Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Erica Paschal epaschal@miamigov.com Chief Financial Officer/Assistant City Manager Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 9/14/2023 9:54:32 AM ID:3bc88215-edc0-43d8-936a-662c9c102a5f Natasha Colebrook -Williams ncolebrook-williams@miamigov.com Assistant City Manager Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Completed Using I P Address: 174.220.22.140 Signed using mobile Signed by: 5F6E831796C5495..• Signature Adoption: Uploaded Signature Image Using IPAddress: 149.19.33.232 Signature Adoption: Pre -selected Style Using IPAddress: 163.120.80.16 Signed by: Gt,OVVL RISOlnid it( 88776E9FE882488... Signature Adoption: Pre -selected Style Using IPAddress: 149.19.49.100 DocuSigned by: 5E85D50AB3B54BC... Signature Adoption: Pre -selected Style Using IPAddress: 138.43.101.81 ,-DocuSigned by: Nx1444 CQ& 4004-W:& 4,.4 84B700975DEA41B... Signature Adoption: Pre -selected Style Using I P Address: 2600:387:9:3::3b Signed using mobile Sent: 7/1/2026 6:30:00 AM Resent: 7/7/2026 11:12:12 AM Resent: 7/14/2026 1:52:43 PM Viewed: 7/16/2026 1:48:35 PM Signed: 7/16/2026 1:52:13 PM Sent: 7/16/2026 1:52:19 PM Viewed: 7/16/2026 2:17:39 PM Signed: 7/16/2026 2:17:54 PM Sent: 7/16/2026 2:17:59 PM Viewed: 7/16/2026 3:36:10 PM Signed: 7/16/2026 3:44:46 PM Sent: 7/16/2026 2:17:59 PM Viewed: 7/16/2026 2:18:15 PM Signed: 7/17/2026 12:20:07 PM Sent: 7/16/2026 2:17:59 PM Viewed: 7/16/2026 3:15:52 PM Signed: 7/16/2026 3:16:08 PM Sent: 7/17/2026 12:20:12 PM Viewed: 7/17/2026 8:39:35 PM Signed: 7/17/2026 8:40:30 PM Signer Events Signature Timestamp Asael Marrero AMarrero@miamigov.com Assistant City Manager Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 6/23/2023 9:31:00 AM ID:09d1ab67-9d2c-4b56-bca8-009be6aae519 James Reyes jareyes@miamigov.com City Manager City Of Miami Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Nicole Ewan newan@miamigov.com Assistant City Clerk City of Miami Signing Group: CITY CLERK ATTESTATION Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Luis Caseres Icaseres@miamigov.com Construction Procurement Assistant Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign p-DocuSigned by: '-00F4AD9AB03B45A... Signature Adoption: Uploaded Signature Image Using IPAddress: 2607:fb90:79a4:c75d:6cdc:f6ff:fe65:51 d1 Signed using mobile Signed by: Sk '--A68C256F2C6A478... Signature Adoption: Drawn on Device Using IPAddress: 149.19.49.124 Signed by: 18169471A31D411... Signature Adoption: Uploaded Signature Image Using IPAddress: 163.120.80.16 Completed Using IPAddress: 149.19.49.100 Sent: 7/17/2026 12:20:12 PM Viewed: 7/17/2026 3:51:08 PM Signed: 7/17/2026 3:51:58 PM Sent: 7/17/2026 8:40:39 PM Viewed: 7/20/2026 1:54:08 PM Signed: 7/20/2026 1:54:26 PM Sent: 7/20/2026 1:54:33 PM Viewed: 7/20/2026 2:45:33 PM Signed: 7/20/2026 3:19:30 PM Sent: 7/20/2026 3:19:37 PM Viewed: 7/21/2026 9:08:34 AM Signed: 7/21/2026 9:09:11 AM In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Sadie Brown sbrown@miamigov.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign COPIED Sent: 7/1/2026 6:29:59 AM Carbon Copy Events Status Timestamp Crystal Hoffman CAHoffman@Miamigov.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Martha Rodriguez marrodriguez@miamigov.com Sandra Gilbert sgilbert@miamigov.com Executive Assistant City Manager Signing Group: City Managers Office eNotary Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign Martha Rodriguez marrodriguez@miamigov.com Sandra Gilbert sgilbert@miamigov.com Executive Assistant City Manager Signing Group: City Managers Office eNotary Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via Docusign COPIED COPIED COPIED Sent: 7/16/2026 1:52:17 PM Sent: 7/17/2026 8:40:38 PM Sent: 7/20/2026 1:54:31 PM Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Certified Delivered Signing Complete Completed Hashed/Encrypted Security Checked Security Checked Security Checked 6/30/2026 4:02:54 PM 7/21/2026 9:08:34 AM 7/21/2026 9:09:11 AM 7/21/2026 9:09:11 AM Payment Events Status Electronic Record and Signature Disclosure Timestamps Electronic Record and Signature Disclosure created on: 6/15/2023 8:45:09 AM Parties agreed to: Fernando Ponassi, Terry Quevedo, Thomas Fossler, Erica Paschal, Asael Marrero ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, City of Miami (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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Olivera, Rosemary From: Sent: To: Cc: Subject: Attachments: Caseres, Luis Tuesday, July 21, 2026 9:36 AM Hansen, Anthony; Ponassi Boutureira, Fernando; Perez, Annie; Darrington, Mario; McGinnis, Lai -Wan; Lima, Cristiane; Pope, Shedrick; Sagesse, Max; Sidan, Clara; Romero, Javier; Santana Jr., Juvenal; Marquez, Giraldo Fossler, Thomas; Hannon, Todd; Olivera, Rosemary; Gomez, Marta; Johnson, Antiwonesha; Atkison, Nicholas; Dubuisson, Fabiola Document Distribution -RFQ 24-25-003 - Engineering Services for Flood Mitigation Improvements - Ribbeck Engineering, Inc. RFQ_24-25-003_-_Engineering_Services_for_Flood-Executed 07-20-2026.pdf Good morning, All: Lai -Wan: Attached for your records is a scanned copy of the document described below, which was duly executed by all appropriate parties. Thank you. Antiwonesha/Marta: You may now close this Matter ID 26-1654 Todd: Please find attached the fully executed copy of agreement that is to be considered an original agreement for your records. Document Type: First Party: Second Party: Program/Purpose: Effective Date: Best regards, Professional Services Agreement City of Miami Ribbeck. Engineering, Inc. Engineering Services for Flood Mitigation Improvements 07/20/2026 i LuA.- Cc e re k Construction Procurement Assistant City of Miami Department of Procurement 444 SW 2nd Avenue, 6th Floor, Miami, FL 33130 (305) 416-1923 g (305) 400-5335 ®Lcaseres©miamigov.com 0 "Serving, Enhancing, and Transforming our Community" CONFIDENTIAL COMMUNICATION The information contained in this transmission may contain privileged and confidential information. It is intended only for the use of the person(s) named above. If you are not the intended recipient, you are hereby notified that any review, dissemination, distribution, or duplication of this communication is strictly prohibited. If you are not the intended recipient, please immediately contact the sender by reply e-mail and destroy all copies of the original message. Thank you. *Please Note: Due to Florida's very broad public records law, most written communications to or from City of Miami employees regarding City business are public records, available to the public and media upon request. Therefore, this e-mail communication may be subject to public disclosure. If you're not already a Vendor, click on or scan the QR Code to register as a new vendor for the City of Miami. 2